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FLD2014-02003 - INPUT REPORT - STORMWATER DRAINAGEALLIGATOR CREEK INPUT REPORT GROUP A ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: A0010 Node: NA0010 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.140 20.000 10.00 0.000 39.370 0.720 0.390 0.310 100.000 100.00 0.210 13.040 0.400 2.050 0.640 100.000 100.00 0.250 13.040 0.400 1.950 2.460 100.000 100.00 0.850 13.040 0.390 2.050 0.070 100.000 100.00 0.000 13.040 0.410 2.050 71.560 100.000 100.00 0.000 39.370 0.720 0.390 0.040 100.000 100.00 1.300 13.040 0.380 2.050 0.100 40.000 20.00 0.210 13.040 0.400 2.050 0.130 45.000 20.00 0.850 13.040 0.390 2.050 0.030 45.000 20.00 0.000 13.040 0.380 2.050 0.070 45.000 20.00 0.000 39.370 0.720 0.390 ---------------------------------------------------------------------------------------------------- Name: A0015 Node: NA0010 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.050 0.000 0.00 0.250 13.040 0.400 1.950 0.440 0.000 0.00 1.300 13.040 0.380 2.050 4.870 0.000 0.00 3.130 13.040 0.390 2.050 10.390 20.000 10.00 0.250 13.040 0.400 1.950 6.740 20.000 10.00 0.850 13.040 0.390 2.050 0.310 20.000 10.00 0.000 39.370 0.720 0.390 0.900 50.000 50.00 0.180 13.030 0.360 2.050 2.510 50.000 50.00 0.210 13.040 0.400 2.050 13.190 50.000 50.00 0.250 13.040 0.400 1.950 9.740 50.000 50.00 0.850 13.040 0.390 2.050 0.070 50.000 50.00 0.000 13.040 0.380 2.050 8.710 50.000 50.00 0.000 13.040 0.410 2.050 2.740 50.000 50.00 0.000 39.370 0.720 0.390 8.690 50.000 50.00 1.300 13.040 0.380 2.050 4.310 50.000 50.00 3.130 13.040 0.390 2.050 0.580 30.000 15.00 0.250 13.040 0.400 1.950 2.680 40.000 20.00 0.180 13.030 0.360 2.050 1.520 40.000 20.00 0.210 13.040 0.400 2.050 0.110 40.000 20.00 0.250 13.040 0.400 1.950 0.850 40.000 20.00 0.850 13.040 0.390 2.050 0.120 40.000 20.00 0.000 13.040 0.410 2.050 3.310 40.000 20.00 1.300 13.040 0.380 2.050 0.170 40.000 20.00 3.130 13.040 0.390 2.050 4.720 45.000 20.00 0.850 13.040 0.390 2.050 1.550 45.000 20.00 0.000 13.040 0.380 2.050 0.200 45.000 20.00 0.000 39.370 0.720 0.390 0.120 90.000 90.00 0.250 13.040 0.400 1.950 0.080 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: A0020 Node: NA0020 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.780 0.000 0.00 0.250 13.040 0.400 1.950 0.600 0.000 0.00 0.000 13.040 0.410 2.050 1.900 100.000 100.00 0.250 13.040 0.400 1.950 0.080 100.000 100.00 0.000 13.040 0.410 2.050 0.680 100.000 100.00 0.000 39.370 0.720 0.390 0.060 100.000 100.00 1.300 13.040 0.380 2.050 0.490 40.000 20.00 0.180 13.030 0.360 2.050 3.480 40.000 20.00 0.250 13.040 0.400 1.950 5.050 40.000 20.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0030 Node: NA0030 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.080 0.000 0.00 0.250 13.040 0.400 1.950 0.050 0.000 0.00 0.000 13.040 0.410 2.050 0.280 100.000 100.00 0.250 13.040 0.400 1.950 0.250 100.000 100.00 0.000 39.370 0.720 0.390 0.170 40.000 20.00 0.250 13.040 0.400 1.950 1.110 40.000 20.00 3.130 13.040 0.390 2.050 0.080 65.000 65.00 0.250 13.040 0.400 1.950 0.320 65.000 65.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0040 Node: NA0040 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.400 100.000 100.00 0.250 13.040 0.400 1.950 0.430 100.000 100.00 0.850 13.040 0.390 2.050 0.350 60.000 15.00 0.250 13.040 0.400 1.950 0.290 60.000 15.00 3.130 13.040 0.390 2.050 0.080 65.000 65.00 0.250 13.040 0.400 1.950 0.050 65.000 65.00 0.850 13.040 0.390 2.050 0.020 65.000 65.00 3.130 13.040 0.390 2.050 0.120 80.000 80.00 0.250 13.040 0.400 1.950 0.320 80.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0050 Node: NA0050 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 13.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.780 100.000 100.00 0.180 13.030 0.360 2.050 0.220 100.000 100.00 0.250 13.040 0.400 1.950 0.220 100.000 100.00 0.850 13.040 0.390 2.050 0.040 100.000 100.00 3.130 13.040 0.390 2.050 7.480 45.000 15.00 0.180 13.030 0.360 2.050 3.300 45.000 15.00 1.300 13.040 0.380 2.050 2.630 45.000 15.00 3.130 13.040 0.390 2.050 0.100 60.000 15.00 0.180 13.030 0.360 2.050 0.050 60.000 15.00 1.300 13.040 0.380 2.050 0.040 60.000 15.00 3.130 13.040 0.390 2.050 0.200 70.000 70.00 1.300 13.040 0.380 2.050 0.410 70.000 70.00 3.130 13.040 0.390 2.050 0.020 80.000 80.00 0.180 13.030 0.360 2.050 0.030 80.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0060 Node: NA0060 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.050 0.000 0.00 0.180 13.030 0.360 2.050 0.190 0.000 0.00 3.130 13.040 0.390 2.050 3.450 100.000 100.00 0.180 13.030 0.360 2.050 1.650 100.000 100.00 3.130 13.040 0.390 2.050 2.050 45.000 15.00 0.180 13.030 0.360 2.050 0.020 45.000 15.00 1.300 13.040 0.380 2.050 0.070 80.000 80.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A0070 Node: NA0070 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98419 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 0.000 0.00 3.130 13.040 0.390 2.050 0.430 35.000 10.00 0.180 13.030 0.360 2.050 0.020 35.000 10.00 0.850 13.040 0.390 2.050 3.890 100.000 100.00 0.180 13.030 0.360 2.050 1.510 100.000 100.00 3.130 13.040 0.390 2.050 1.200 45.000 15.00 0.180 13.030 0.360 2.050 0.010 45.000 15.00 0.850 13.040 0.390 2.050 0.080 55.000 20.00 3.130 13.040 0.390 2.050 0.470 5.000 5.00 0.180 13.030 0.360 2.050 0.350 5.000 5.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0080 Node: NA0080 Status: Onsite $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98419 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 19.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.710 0.000 0.00 0.180 13.030 0.360 2.050 6.020 0.000 0.00 0.250 13.040 0.400 1.950 0.260 0.000 0.00 0.850 13.040 0.390 2.050 0.640 0.000 0.00 0.000 13.040 0.380 2.050 4.990 0.000 0.00 0.000 13.040 0.640 11.810 1.160 0.000 0.00 5.360 35.010 0.390 1.950 1.810 5.000 0.00 0.180 13.030 0.360 2.050 0.370 5.000 0.00 0.200 13.040 0.380 2.050 1.280 5.000 0.00 0.250 13.040 0.400 1.950 1.730 5.000 0.00 0.850 13.040 0.390 2.050 2.180 5.000 0.00 0.000 13.040 0.640 11.810 0.010 5.000 0.00 0.000 39.370 0.720 0.390 0.850 5.000 0.00 1.300 13.040 0.380 2.050 0.760 5.000 0.00 1.580 12.900 0.400 2.050 0.190 5.000 0.00 3.130 13.040 0.390 2.050 0.280 5.000 0.00 5.360 35.010 0.390 1.950 2.390 35.000 10.00 0.180 13.030 0.360 2.050 2.540 35.000 10.00 0.250 13.040 0.400 1.950 2.510 35.000 10.00 0.850 13.040 0.390 2.050 0.060 35.000 10.00 0.000 13.040 0.640 11.810 1.810 35.000 10.00 1.300 13.040 0.380 2.050 0.480 35.000 10.00 3.130 13.040 0.390 2.050 2.020 100.000 100.00 0.180 13.030 0.360 2.050 9.180 100.000 100.00 0.850 13.040 0.390 2.050 5.090 100.000 100.00 0.000 13.040 0.640 11.810 0.070 100.000 100.00 1.580 12.900 0.400 2.050 0.020 100.000 100.00 3.130 13.040 0.390 2.050 1.040 45.000 15.00 0.180 13.030 0.360 2.050 0.160 45.000 15.00 0.200 13.040 0.380 2.050 0.360 45.000 15.00 0.850 13.040 0.390 2.050 0.660 45.000 15.00 1.300 13.040 0.380 2.050 9.010 45.000 15.00 3.130 13.040 0.390 2.050 0.030 55.000 20.00 0.180 13.030 0.360 2.050 0.220 55.000 20.00 1.580 12.900 0.400 2.050 0.120 55.000 20.00 3.130 13.040 0.390 2.050 2.210 55.000 20.00 5.360 35.010 0.390 1.950 0.040 55.000 20.00 5.380 35.010 0.400 1.950 1.130 55.000 20.00 5.580 35.010 0.400 2.050 1.880 5.000 5.00 0.180 13.030 0.360 2.050 0.530 5.000 5.00 0.250 13.040 0.400 1.950 9.030 5.000 5.00 0.850 13.040 0.390 2.050 0.060 5.000 5.00 0.000 13.040 0.640 11.810 0.030 5.000 5.00 1.580 12.900 0.400 2.050 4.140 5.000 5.00 3.130 13.040 0.390 2.050 0.040 5.000 5.00 5.360 35.010 0.390 1.950 ---------------------------------------------------------------------------------------------------- Name: A0090 Node: NA0090 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 5.000 0.00 0.000 39.370 0.720 0.390 0.070 5.000 0.00 1.580 12.900 0.400 2.050 1.390 100.000 100.00 0.000 39.370 0.720 0.390 0.230 100.000 100.00 1.580 12.900 0.400 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 4 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.010 100.000 100.00 3.130 13.040 0.390 2.050 0.020 55.000 20.00 0.000 39.370 0.720 0.390 0.040 55.000 20.00 1.580 12.900 0.400 2.050 0.090 55.000 20.00 3.130 13.040 0.390 2.050 0.060 5.000 5.00 0.000 39.370 0.720 0.390 0.040 5.000 5.00 1.580 12.900 0.400 2.050 2.120 5.000 5.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0100 Node: NA0100 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.630 100.000 100.00 0.250 13.040 0.400 1.950 2.210 100.000 100.00 0.000 39.370 0.720 0.390 0.490 100.000 100.00 1.580 12.900 0.400 2.050 0.460 100.000 100.00 3.130 13.040 0.390 2.050 0.250 100.000 100.00 5.360 35.010 0.390 1.950 1.780 15.000 15.00 0.250 13.040 0.400 1.950 1.920 15.000 15.00 3.130 13.040 0.390 2.050 0.130 15.000 15.00 5.380 35.010 0.400 1.950 0.200 55.000 20.00 0.000 39.370 0.720 0.390 1.580 55.000 20.00 1.580 12.900 0.400 2.050 0.820 55.000 20.00 3.130 13.040 0.390 2.050 0.660 55.000 20.00 5.360 35.010 0.390 1.950 0.120 55.000 20.00 5.380 35.010 0.400 1.950 3.410 5.000 5.00 0.250 13.040 0.400 1.950 0.100 5.000 5.00 0.000 13.040 0.410 2.050 0.280 5.000 5.00 0.000 39.370 0.720 0.390 1.590 5.000 5.00 1.580 12.900 0.400 2.050 0.120 5.000 5.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0110 Node: NA0110 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.080 100.000 100.00 0.250 13.040 0.400 1.950 0.080 100.000 100.00 0.000 13.040 0.410 2.050 2.890 100.000 100.00 0.000 39.370 0.720 0.390 1.900 15.000 15.00 0.250 13.040 0.400 1.950 0.780 15.000 15.00 0.000 13.040 0.410 2.050 0.380 15.000 15.00 0.000 39.370 0.720 0.390 2.320 5.000 5.00 0.250 13.040 0.400 1.950 0.830 5.000 5.00 0.000 13.040 0.410 2.050 0.330 5.000 5.00 0.000 39.370 0.720 0.390 0.680 5.000 5.00 1.580 12.900 0.400 2.050 0.360 5.000 5.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0120 Node: NA0120 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 5 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.080 100.000 100.00 0.250 13.040 0.400 1.950 0.490 100.000 100.00 0.000 13.040 0.370 2.050 0.110 100.000 100.00 0.000 13.040 0.410 2.050 1.500 100.000 100.00 0.000 39.370 0.720 0.390 0.840 15.000 15.00 0.250 13.040 0.400 1.950 2.220 15.000 15.00 0.000 13.040 0.410 2.050 0.200 15.000 15.00 0.000 39.370 0.720 0.390 1.570 5.000 5.00 0.250 13.040 0.400 1.950 0.160 5.000 5.00 0.000 13.040 0.410 2.050 0.160 5.000 5.00 0.000 39.370 0.720 0.390 ---------------------------------------------------------------------------------------------------- Name: A0130 Node: NA0130 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.280 100.000 100.00 0.180 13.030 0.360 2.050 0.670 100.000 100.00 0.250 13.040 0.400 1.950 0.920 100.000 100.00 0.850 13.040 0.390 2.050 0.910 100.000 100.00 0.000 13.040 0.370 2.050 4.900 100.000 100.00 0.000 39.370 0.720 0.390 2.230 15.000 15.00 0.250 13.040 0.400 1.950 0.120 15.000 15.00 0.000 13.040 0.410 2.050 0.230 15.000 15.00 0.000 39.370 0.720 0.390 0.030 55.000 20.00 0.030 13.040 0.370 2.050 1.380 55.000 20.00 0.180 13.030 0.360 2.050 1.120 55.000 20.00 0.250 13.040 0.400 1.950 0.080 55.000 20.00 0.000 39.370 0.720 0.390 ---------------------------------------------------------------------------------------------------- Name: A0140 Node: NA0140 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.740 100.000 100.00 0.250 13.040 0.400 1.950 0.030 100.000 100.00 0.850 13.040 0.390 2.050 2.760 100.000 100.00 0.000 13.040 0.370 2.050 0.310 100.000 100.00 0.000 39.370 0.720 0.390 ---------------------------------------------------------------------------------------------------- Name: A0150 Node: NA0150 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 6 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 100.000 100.00 0.180 13.030 0.360 2.050 0.380 100.000 100.00 0.250 13.040 0.400 1.950 1.040 100.000 100.00 0.850 13.040 0.390 2.050 0.070 100.000 100.00 0.000 13.040 0.370 2.050 0.280 90.000 90.00 0.850 13.040 0.390 2.050 0.050 100.000 100.00 0.850 13.040 0.390 2.050 0.480 55.000 20.00 0.180 13.030 0.360 2.050 0.200 55.000 20.00 0.210 13.040 0.400 2.050 0.340 55.000 20.00 0.850 13.040 0.390 2.050 0.330 90.000 90.00 0.850 13.040 0.390 2.050 0.390 95.000 95.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0160 Node: NA0160 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.360 100.000 100.00 0.250 13.040 0.400 1.950 0.340 100.000 100.00 0.850 13.040 0.390 2.050 0.130 100.000 100.00 0.000 13.040 0.410 2.050 0.240 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0170 Node: NA0170 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.750 100.000 100.00 0.850 13.040 0.390 2.050 1.900 100.000 100.00 0.000 13.040 0.410 2.050 0.540 85.000 85.00 0.850 13.040 0.390 2.050 0.060 85.000 85.00 0.000 13.040 0.410 2.050 0.320 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0180 Node: NA0180 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.860 0.000 0.00 0.850 13.040 0.390 2.050 1.190 100.000 100.00 0.850 13.040 0.390 2.050 0.390 85.000 85.00 0.850 13.040 0.390 2.050 2.020 90.000 90.00 0.850 13.040 0.390 2.050 0.340 95.000 95.00 0.850 13.040 0.390 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 7 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A0190 Node: NA0190 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.090 30.000 15.00 0.070 18.900 0.400 2.050 0.600 30.000 15.00 0.850 13.040 0.390 2.050 0.220 85.000 85.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0200 Node: NA0200 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.220 30.000 15.00 0.070 18.900 0.400 2.050 0.010 30.000 15.00 0.250 13.040 0.400 1.950 1.040 30.000 15.00 0.850 13.040 0.390 2.050 0.310 85.000 85.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0210 Node: NA0210 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 10.000 10.00 0.250 13.040 0.400 1.950 3.870 30.000 15.00 0.070 18.900 0.400 2.050 0.250 30.000 15.00 0.250 13.040 0.400 1.950 0.090 30.000 15.00 0.850 13.040 0.390 2.050 0.790 30.000 15.00 0.000 13.040 0.410 2.050 0.080 85.000 85.00 0.850 13.040 0.390 2.050 0.550 95.000 95.00 0.250 13.040 0.400 1.950 0.230 95.000 95.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0220 Node: NA0220 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 8 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.480 10.000 10.00 0.250 13.040 0.400 1.950 0.450 10.000 10.00 0.000 13.040 0.410 2.050 0.430 10.000 10.00 3.130 13.040 0.390 2.050 0.320 30.000 15.00 0.070 18.900 0.400 2.050 0.020 30.000 15.00 0.250 13.040 0.400 1.950 0.710 30.000 15.00 0.000 13.040 0.410 2.050 0.120 95.000 95.00 0.250 13.040 0.400 1.950 0.350 95.000 95.00 0.000 13.040 0.410 2.050 ---------------------------------------------------------------------------------------------------- Name: A0230 Node: NA0230 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.170 10.000 10.00 0.070 18.900 0.400 2.050 1.370 10.000 10.00 0.210 13.040 0.400 2.050 0.220 10.000 10.00 0.000 13.040 0.410 2.050 0.150 30.000 15.00 0.070 18.900 0.400 2.050 0.020 30.000 15.00 0.000 13.040 0.410 2.050 0.680 95.000 95.00 0.210 13.040 0.400 2.050 0.370 95.000 95.00 0.000 13.040 0.410 2.050 ---------------------------------------------------------------------------------------------------- Name: A0240 Node: NA0240 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 0.000 0.00 0.000 13.040 0.380 2.050 0.110 10.000 10.00 0.210 13.040 0.400 2.050 0.100 5.000 5.00 0.210 13.040 0.400 2.050 0.580 95.000 95.00 0.210 13.040 0.400 2.050 0.020 95.000 95.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0250 Node: NA0250 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 19.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 5.890 0.000 0.00 0.210 13.040 0.400 2.050 0.120 0.000 0.00 0.000 13.040 0.380 2.050 1.450 0.000 0.00 1.250 13.040 0.400 2.050 1.030 0.000 0.00 1.300 13.040 0.380 2.050 0.990 20.000 10.00 1.300 13.040 0.380 2.050 0.630 40.000 10.00 0.210 13.040 0.400 2.050 0.080 40.000 10.00 0.000 13.040 0.380 2.050 1.310 5.000 5.00 0.210 13.040 0.400 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 9 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.050 5.000 5.00 0.000 13.040 0.380 2.050 0.270 5.000 5.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A0260 Node: NA0260 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.380 0.000 0.00 1.250 13.040 0.400 2.050 0.490 100.000 100.00 0.250 13.040 0.400 1.950 0.920 100.000 100.00 0.000 13.040 0.410 2.050 0.500 100.000 100.00 1.250 13.040 0.400 2.050 0.040 45.000 15.00 0.180 13.030 0.360 2.050 0.340 45.000 15.00 0.250 13.040 0.400 1.950 2.020 45.000 15.00 3.130 13.040 0.390 2.050 0.330 45.000 15.00 5.380 35.010 0.400 1.950 0.060 5.000 5.00 0.180 13.030 0.360 2.050 0.870 5.000 5.00 0.250 13.040 0.400 1.950 0.080 5.000 5.00 0.850 13.040 0.390 2.050 0.670 5.000 5.00 0.000 13.040 0.410 2.050 1.330 5.000 5.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A0270 Node: NA0270 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.630 0.000 0.00 0.210 13.040 0.400 2.050 0.030 0.000 0.00 0.850 13.040 0.390 2.050 0.160 0.000 0.00 1.300 13.040 0.380 2.050 0.790 25.000 10.00 0.210 13.040 0.400 2.050 0.060 5.000 5.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0280 Node: NA0280 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.060 0.000 0.00 0.210 13.040 0.400 2.050 1.440 25.000 10.00 0.210 13.040 0.400 2.050 0.030 25.000 10.00 3.130 13.040 0.390 2.050 0.030 25.000 10.00 5.380 35.010 0.400 1.950 0.100 45.000 15.00 0.210 13.040 0.400 2.050 0.360 45.000 15.00 5.380 35.010 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 10 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A0290 Node: NA0290 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.120 25.000 10.00 0.210 13.040 0.400 2.050 0.080 25.000 10.00 3.130 13.040 0.390 2.050 0.970 25.000 10.00 5.380 35.010 0.400 1.950 0.010 45.000 15.00 0.210 13.040 0.400 2.050 0.050 45.000 15.00 5.380 35.010 0.400 1.950 0.130 5.000 5.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0300 Node: NA0300 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.400 25.000 10.00 0.180 13.030 0.360 2.050 1.720 25.000 10.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A0310 Node: NA0310 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.280 20.000 10.00 0.210 13.040 0.400 2.050 4.960 20.000 10.00 3.130 13.040 0.390 2.050 1.410 25.000 10.00 0.180 13.030 0.360 2.050 0.460 25.000 10.00 0.210 13.040 0.400 2.050 0.280 25.000 10.00 3.130 13.040 0.390 2.050 0.160 50.000 20.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0320 Node: NA0320 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.160 25.000 10.00 0.050 13.040 0.370 2.050 1.360 25.000 10.00 0.180 13.030 0.360 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 11 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A0330 Node: NA0330 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.140 20.000 10.00 3.130 13.040 0.390 2.050 1.380 25.000 10.00 0.050 13.040 0.370 2.050 1.900 25.000 10.00 0.180 13.030 0.360 2.050 0.280 25.000 10.00 3.130 13.040 0.390 2.050 0.030 35.000 10.00 0.180 13.030 0.360 2.050 0.100 50.000 50.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A0340 Node: NA0340 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.450 25.000 10.00 0.050 13.040 0.370 2.050 0.740 25.000 10.00 0.180 13.030 0.360 2.050 0.020 45.000 25.00 0.180 13.030 0.360 2.050 0.030 50.000 50.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A0350 Node: NA0350 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 25.000 10.00 0.180 13.030 0.360 2.050 2.640 45.000 25.00 0.180 13.030 0.360 2.050 4.210 45.000 25.00 0.250 13.040 0.400 1.950 0.050 45.000 25.00 3.130 13.040 0.390 2.050 0.860 35.000 35.00 0.180 13.030 0.360 2.050 0.040 35.000 35.00 0.250 13.040 0.400 1.950 0.300 50.000 50.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A0360 Node: NA0360 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 12 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.510 35.000 35.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A0370 Node: NA0370 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.310 35.000 35.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A0380 Node: NA0380 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.980 35.000 35.00 0.180 13.030 0.360 2.050 0.200 35.000 35.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0390 Node: NA0390 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.380 45.000 25.00 0.250 13.040 0.400 1.950 0.510 35.000 35.00 0.250 13.040 0.400 1.950 0.350 60.000 60.00 0.180 13.030 0.360 2.050 0.640 60.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0400 Node: NA0400 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.480 60.000 60.00 0.180 13.030 0.360 2.050 0.510 60.000 60.00 0.250 13.040 0.400 1.950 0.530 75.000 75.00 0.250 13.040 0.400 1.950 1.410 85.000 80.00 0.180 13.030 0.360 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 13 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 2.250 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0410 Node: NA0410 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.410 75.000 75.00 0.250 13.040 0.400 1.950 0.250 85.000 80.00 0.210 13.040 0.400 2.050 5.200 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0420 Node: NA0420 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 7.680 100.000 100.00 0.250 13.040 0.400 1.950 1.980 50.000 40.00 0.250 13.040 0.400 1.950 0.330 75.000 75.00 0.250 13.040 0.400 1.950 7.660 85.000 80.00 0.250 13.040 0.400 1.950 0.630 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0430 Node: NA0430 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.530 50.000 40.00 0.250 13.040 0.400 1.950 0.420 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0440 Node: NA0440 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.670 80.000 30.00 0.250 13.040 0.400 1.950 0.030 90.000 90.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 14 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A0450 Node: NA0450 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.120 80.000 30.00 0.250 13.040 0.400 1.950 0.090 90.000 90.00 0.250 13.040 0.400 1.950 0.290 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0460 Node: NA0460 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.430 80.000 30.00 0.850 13.040 0.390 2.050 0.060 85.000 80.00 0.850 13.040 0.390 2.050 1.280 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0460_SITE Node: NA0460_SITE Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.280 87.000 87.00 0.250 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0470 Node: NA0470 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.050 80.000 30.00 0.250 13.040 0.400 1.950 0.780 80.000 30.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0480 Node: NA0480 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 15 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.990 80.000 30.00 0.850 13.040 0.390 2.050 5.190 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0490 Node: NA0490 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.130 80.000 30.00 0.850 13.040 0.390 2.050 0.240 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0500 Node: NA0500 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.140 80.000 80.00 0.250 13.040 0.400 1.950 0.280 80.000 80.00 0.850 13.040 0.390 2.050 0.560 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0510 Node: NA0510 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.060 80.000 80.00 0.850 13.040 0.390 2.050 0.060 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0520 Node: NA0520 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 16 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.610 80.000 30.00 0.850 13.040 0.390 2.050 0.650 80.000 80.00 0.250 13.040 0.400 1.950 0.970 80.000 80.00 0.850 13.040 0.390 2.050 2.200 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0530 Node: NA0530 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.290 80.000 80.00 0.250 13.040 0.400 1.950 2.030 80.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0540 Node: NA0540 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.080 65.000 65.00 0.250 13.040 0.400 1.950 2.770 80.000 80.00 0.250 13.040 0.400 1.950 1.430 80.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0550 Node: NA0550 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.700 100.000 100.00 0.250 13.040 0.400 1.950 6.600 100.000 100.00 0.000 39.370 0.720 0.390 3.060 5.000 5.00 0.250 13.040 0.400 1.950 0.140 5.000 5.00 0.850 13.040 0.390 2.050 1.010 5.000 5.00 0.000 39.370 0.720 0.390 0.950 50.000 50.00 0.250 13.040 0.400 1.950 0.630 65.000 55.00 0.250 13.040 0.400 1.950 4.280 65.000 65.00 0.250 13.040 0.400 1.950 1.170 80.000 80.00 0.250 13.040 0.400 1.950 0.240 80.000 80.00 0.850 13.040 0.390 2.050 0.060 80.000 80.00 0.000 39.370 0.720 0.390 ---------------------------------------------------------------------------------------------------- Name: A0560 Node: NA0560 Status: Onsite $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 17 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 5.550 20.000 10.00 0.250 13.040 0.400 1.950 8.440 20.000 10.00 0.000 13.040 0.850 11.810 3.100 100.000 100.00 0.250 13.040 0.400 1.950 0.030 100.000 100.00 0.850 13.040 0.390 2.050 0.310 100.000 100.00 0.000 13.040 0.850 11.810 2.790 80.000 20.00 0.250 13.040 0.400 1.950 1.700 80.000 20.00 0.850 13.040 0.390 2.050 0.040 80.000 20.00 0.000 13.040 0.850 11.810 0.380 80.000 20.00 3.130 13.040 0.390 2.050 0.130 50.000 50.00 0.250 13.040 0.400 1.950 0.100 50.000 50.00 0.000 13.040 0.850 11.810 0.170 65.000 65.00 0.250 13.040 0.400 1.950 3.620 80.000 80.00 0.250 13.040 0.400 1.950 0.550 80.000 80.00 0.850 13.040 0.390 2.050 0.030 80.000 80.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0570 Node: NA0570 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.130 20.000 10.00 0.250 13.040 0.400 1.950 0.380 20.000 10.00 0.000 13.040 0.850 11.810 0.020 50.000 25.00 0.250 13.040 0.400 1.950 0.320 50.000 50.00 0.000 13.040 0.850 11.810 ---------------------------------------------------------------------------------------------------- Name: A0580 Node: NA0580 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.780 20.000 10.00 0.250 13.040 0.400 1.950 1.690 20.000 10.00 0.000 13.040 0.380 2.050 0.110 20.000 10.00 0.000 13.040 0.850 11.810 0.130 100.000 100.00 0.250 13.040 0.400 1.950 0.320 100.000 100.00 0.000 13.040 0.380 2.050 0.030 50.000 25.00 0.250 13.040 0.400 1.950 0.040 50.000 25.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0590 Node: NA0590 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 18 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.180 20.000 10.00 0.250 13.040 0.400 1.950 1.000 20.000 10.00 0.000 13.040 0.380 2.050 1.250 100.000 100.00 0.250 13.040 0.400 1.950 0.310 100.000 100.00 0.000 13.040 0.380 2.050 0.020 50.000 25.00 0.250 13.040 0.400 1.950 0.240 90.000 90.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0600 Node: NA0600 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.220 20.000 10.00 0.250 13.040 0.400 1.950 0.460 50.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0610 Node: NA0610 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.980 50.000 25.00 0.250 13.040 0.400 1.950 0.520 50.000 25.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0620 Node: NA0620 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.270 15.000 10.00 0.250 13.040 0.400 1.950 0.780 100.000 100.00 0.250 13.040 0.400 1.950 10.740 50.000 25.00 0.250 13.040 0.400 1.950 0.910 50.000 25.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0630 Node: NA0630 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 19 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.100 15.000 10.00 0.250 13.040 0.400 1.950 0.040 50.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0640 Node: NA0640 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.870 15.000 10.00 0.250 13.040 0.400 1.950 2.270 15.000 10.00 1.300 13.040 0.380 2.050 4.110 50.000 25.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0650 Node: NA0650 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.100 100.000 100.00 0.850 13.040 0.390 2.050 0.010 100.000 100.00 1.300 13.040 0.380 2.050 2.640 40.000 20.00 0.210 13.040 0.400 2.050 1.080 40.000 20.00 0.850 13.040 0.390 2.050 3.180 40.000 20.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0660 Node: NA0660 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 13.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.570 100.000 100.00 0.180 13.030 0.360 2.050 3.510 40.000 20.00 0.180 13.030 0.360 2.050 1.800 40.000 20.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0670 Node: NA0670 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 20 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall Amount(in): 0.000 Time of Conc(min): 14.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 100.000 100.00 0.000 13.040 0.410 2.050 2.110 40.000 20.00 0.210 13.040 0.400 2.050 0.650 40.000 20.00 0.000 13.040 0.410 2.050 3.000 40.000 20.00 1.300 13.040 0.380 2.050 31.670 40.000 20.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0680 Node: NA0680 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.320 100.000 100.00 0.210 13.040 0.400 2.050 0.550 100.000 100.00 0.850 13.040 0.390 2.050 0.110 40.000 20.00 0.210 13.040 0.400 2.050 0.070 40.000 20.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0690 Node: NA0690 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.070 100.000 100.00 0.210 13.040 0.400 2.050 0.260 100.000 100.00 0.250 13.040 0.400 1.950 1.110 100.000 100.00 0.850 13.040 0.390 2.050 1.340 100.000 100.00 0.000 13.040 0.410 2.050 0.140 100.000 100.00 3.130 13.040 0.390 2.050 0.060 40.000 20.00 0.180 13.030 0.360 2.050 0.820 40.000 20.00 0.210 13.040 0.400 2.050 1.280 40.000 20.00 0.250 13.040 0.400 1.950 0.860 40.000 20.00 0.000 13.040 0.410 2.050 0.260 40.000 20.00 1.300 13.040 0.380 2.050 1.200 40.000 20.00 3.130 13.040 0.390 2.050 0.030 90.000 90.00 0.180 13.030 0.360 2.050 2.460 90.000 90.00 0.210 13.040 0.400 2.050 2.590 90.000 90.00 0.250 13.040 0.400 1.950 0.140 90.000 90.00 0.000 13.040 0.410 2.050 0.200 90.000 90.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0700 Node: NA0700 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98419 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 20.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 21 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.240 40.000 20.00 0.250 13.040 0.400 1.950 19.630 40.000 20.00 1.300 13.040 0.380 2.050 3.000 40.000 20.00 3.130 13.040 0.390 2.050 0.430 80.000 70.00 0.250 13.040 0.400 1.950 1.530 80.000 70.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0710 Node: NA0710 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.170 40.000 20.00 0.180 13.030 0.360 2.050 0.360 40.000 20.00 0.250 13.040 0.400 1.950 1.120 40.000 20.00 1.300 13.040 0.380 2.050 1.030 40.000 20.00 3.130 13.040 0.390 2.050 0.230 90.000 90.00 0.180 13.030 0.360 2.050 4.650 90.000 90.00 0.250 13.040 0.400 1.950 2.140 90.000 90.00 1.300 13.040 0.380 2.050 0.900 90.000 90.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0720 Node: NA0720 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98419 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.180 40.000 20.00 1.300 13.040 0.380 2.050 7.950 40.000 20.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0730 Node: NA0730 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.500 100.000 100.00 0.850 13.040 0.390 2.050 0.300 90.000 90.00 0.250 13.040 0.400 1.950 1.910 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0740 Node: NA0740 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 22 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 20.000 10.00 0.250 13.040 0.400 1.950 10.590 30.000 15.00 0.250 13.040 0.400 1.950 1.350 30.000 15.00 1.300 13.040 0.380 2.050 1.040 30.000 15.00 3.130 13.040 0.390 2.050 1.170 30.000 15.00 5.380 35.010 0.400 1.950 0.300 35.000 30.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0750 Node: NA0750 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.860 20.000 10.00 0.250 13.040 0.400 1.950 0.920 100.000 100.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0760 Node: NA0760 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.600 20.000 10.00 0.250 13.040 0.400 1.950 0.050 30.000 15.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0790 Node: NA0790 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.350 55.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0800 Node: NA0800 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 23 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.140 30.000 15.00 5.380 35.010 0.400 1.950 0.450 50.000 20.00 3.130 13.040 0.390 2.050 0.210 50.000 20.00 5.380 35.010 0.400 1.950 1.750 55.000 25.00 0.250 13.040 0.400 1.950 0.190 55.000 25.00 1.300 13.040 0.380 2.050 0.070 55.000 25.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0810 Node: NA0810 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.020 30.000 15.00 5.380 35.010 0.400 1.950 4.510 50.000 20.00 0.250 13.040 0.400 1.950 2.740 50.000 20.00 1.300 13.040 0.380 2.050 2.260 50.000 20.00 3.130 13.040 0.390 2.050 3.090 50.000 20.00 5.380 35.010 0.400 1.950 2.470 55.000 25.00 0.250 13.040 0.400 1.950 0.140 55.000 25.00 1.300 13.040 0.380 2.050 0.010 55.000 25.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0820 Node: NA0820 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 7.440 30.000 15.00 0.250 13.040 0.400 1.950 0.100 30.000 15.00 1.300 13.040 0.380 2.050 1.930 30.000 15.00 3.130 13.040 0.390 2.050 0.200 30.000 15.00 5.380 35.010 0.400 1.950 0.030 55.000 25.00 0.250 13.040 0.400 1.950 1.610 35.000 30.00 3.130 13.040 0.390 2.050 0.090 35.000 30.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0830 Node: NA0830 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.110 30.000 15.00 0.250 13.040 0.400 1.950 0.790 30.000 15.00 1.300 13.040 0.380 2.050 0.350 30.000 15.00 3.130 13.040 0.390 2.050 0.210 55.000 25.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 24 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A0840 Node: NA0840 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 30.000 15.00 0.250 13.040 0.400 1.950 2.260 55.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0850 Node: NA0850 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 12.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.960 30.000 15.00 0.250 13.040 0.400 1.950 1.830 30.000 15.00 1.300 13.040 0.380 2.050 2.120 30.000 15.00 3.130 13.040 0.390 2.050 3.290 30.000 15.00 5.380 35.010 0.400 1.950 0.240 50.000 20.00 1.300 13.040 0.380 2.050 1.130 50.000 20.00 3.130 13.040 0.390 2.050 0.150 50.000 20.00 5.380 35.010 0.400 1.950 0.070 55.000 25.00 1.300 13.040 0.380 2.050 0.020 55.000 25.00 3.130 13.040 0.390 2.050 0.090 50.000 35.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0860 Node: NA0860 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.220 100.000 100.00 0.250 13.040 0.400 1.950 1.220 30.000 15.00 0.250 13.040 0.400 1.950 0.330 30.000 15.00 1.300 13.040 0.380 2.050 3.790 55.000 25.00 0.250 13.040 0.400 1.950 1.280 55.000 25.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A0870 Node: NA0870 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 25 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 20.000 10.00 0.250 13.040 0.400 1.950 5.750 55.000 25.00 0.250 13.040 0.400 1.950 0.360 55.000 25.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0880 Node: NA0880 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.560 35.000 30.00 3.130 13.040 0.390 2.050 0.540 35.000 30.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0890 Node: NA0890 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.280 20.000 10.00 0.850 13.040 0.390 2.050 4.070 100.000 100.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0900 Node: NA0900 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98894 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.690 20.000 10.00 0.250 13.040 0.400 1.950 0.420 20.000 10.00 0.850 13.040 0.390 2.050 0.420 100.000 100.00 0.850 13.040 0.390 2.050 0.180 45.000 20.00 0.250 13.040 0.400 1.950 1.770 45.000 20.00 0.850 13.040 0.390 2.050 0.240 55.000 25.00 0.250 13.040 0.400 1.950 0.010 55.000 25.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0907 Node: NA0907 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98894 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 26 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.690 45.000 20.00 0.250 13.040 0.400 1.950 4.100 45.000 20.00 0.850 13.040 0.390 2.050 11.970 45.000 20.00 3.130 13.040 0.390 2.050 1.210 55.000 25.00 0.250 13.040 0.400 1.950 2.170 55.000 25.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0910 Node: NA0910 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.360 45.000 20.00 0.250 13.040 0.400 1.950 3.700 45.000 20.00 3.130 13.040 0.390 2.050 0.050 50.000 20.00 0.250 13.040 0.400 1.950 0.010 50.000 20.00 3.130 13.040 0.390 2.050 6.190 55.000 25.00 0.250 13.040 0.400 1.950 1.780 55.000 25.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0920 Node: NA0920 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.480 55.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0930 Node: NA0930 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.730 0.000 0.00 0.250 13.040 0.400 1.950 1.440 0.000 0.00 0.000 13.040 0.410 2.050 0.080 0.000 0.00 1.300 13.040 0.380 2.050 1.080 100.000 100.00 0.250 13.040 0.400 1.950 0.170 100.000 100.00 1.300 13.040 0.380 2.050 0.240 45.000 15.00 3.130 13.040 0.390 2.050 0.170 60.000 15.00 3.130 13.040 0.390 2.050 1.940 65.000 65.00 0.250 13.040 0.400 1.950 0.070 65.000 65.00 0.850 13.040 0.390 2.050 0.050 65.000 65.00 0.000 13.040 0.410 2.050 3.130 65.000 65.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 27 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: A0950 Node: NA0950 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 65.000 45.00 0.250 13.040 0.400 1.950 0.260 50.000 50.00 0.180 13.030 0.360 2.050 0.300 50.000 50.00 0.210 13.040 0.400 2.050 0.450 50.000 50.00 0.250 13.040 0.400 1.950 0.010 85.000 85.00 0.180 13.030 0.360 2.050 0.040 85.000 85.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A0960 Node: NA0960 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.300 50.000 50.00 0.180 13.030 0.360 2.050 0.850 50.000 50.00 0.210 13.040 0.400 2.050 0.560 50.000 50.00 0.250 13.040 0.400 1.950 0.110 90.000 80.00 0.180 13.030 0.360 2.050 0.250 90.000 80.00 0.210 13.040 0.400 2.050 0.250 90.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A0970 Node: NA0970 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.080 100.000 100.00 0.180 13.030 0.360 2.050 1.160 45.000 15.00 3.130 13.040 0.390 2.050 1.130 60.000 15.00 0.180 13.030 0.360 2.050 0.880 60.000 15.00 1.300 13.040 0.380 2.050 3.120 60.000 15.00 3.130 13.040 0.390 2.050 0.040 65.000 65.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0980 Node: NA0980 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 28 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.030 0.000 0.00 0.180 13.030 0.360 2.050 0.140 100.000 100.00 0.180 13.030 0.360 2.050 0.040 100.000 100.00 0.850 13.040 0.390 2.050 1.820 80.000 80.00 0.180 13.030 0.360 2.050 0.020 80.000 80.00 0.250 13.040 0.400 1.950 2.820 80.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A0990 Node: NA0990 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.160 0.000 0.00 0.180 13.030 0.360 2.050 0.020 0.000 0.00 0.000 13.040 0.410 2.050 3.300 0.000 0.00 3.130 13.040 0.390 2.050 0.220 0.000 0.00 5.380 35.010 0.400 1.950 0.020 55.000 20.00 0.000 13.040 0.410 2.050 2.010 55.000 20.00 3.130 13.040 0.390 2.050 1.410 55.000 20.00 5.380 35.010 0.400 1.950 0.020 80.000 80.00 0.180 13.030 0.360 2.050 0.030 90.000 80.00 0.180 13.030 0.360 2.050 0.070 90.000 80.00 0.850 13.040 0.390 2.050 0.050 90.000 80.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1000 Node: NA1000 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 14.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.240 0.000 0.00 0.180 13.030 0.360 2.050 0.250 0.000 0.00 3.130 13.040 0.390 2.050 0.010 100.000 100.00 0.180 13.030 0.360 2.050 1.430 100.000 100.00 3.130 13.040 0.390 2.050 9.270 55.000 20.00 3.130 13.040 0.390 2.050 0.130 90.000 80.00 0.180 13.030 0.360 2.050 0.360 90.000 80.00 0.210 13.040 0.400 2.050 0.230 90.000 80.00 0.250 13.040 0.400 1.950 9.410 90.000 80.00 3.130 13.040 0.390 2.050 3.620 90.000 80.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1010 Node: NA1010 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 17.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.420 0.000 0.00 0.180 13.030 0.360 2.050 1.170 0.000 0.00 0.000 13.040 0.410 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 29 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1.500 0.000 0.00 3.130 13.040 0.390 2.050 0.010 0.000 0.00 5.380 35.010 0.400 1.950 0.080 100.000 100.00 0.000 13.040 0.410 2.050 0.310 100.000 100.00 3.130 13.040 0.390 2.050 0.390 55.000 20.00 0.180 13.030 0.360 2.050 4.600 55.000 20.00 0.210 13.040 0.400 2.050 1.370 55.000 20.00 0.250 13.040 0.400 1.950 1.410 55.000 20.00 0.000 13.040 0.410 2.050 2.820 55.000 20.00 1.300 13.040 0.380 2.050 6.880 55.000 20.00 1.580 12.900 0.400 2.050 24.150 55.000 20.00 3.130 13.040 0.390 2.050 5.060 55.000 20.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1030 Node: NA1030 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98893 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.890 55.000 20.00 3.130 13.040 0.390 2.050 2.910 55.000 20.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1040 Node: NA1040 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98892 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.360 55.000 20.00 3.130 13.040 0.390 2.050 2.320 55.000 20.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1050 Node: NA1050 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98419 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.390 35.000 10.00 0.180 13.030 0.360 2.050 0.780 35.000 10.00 0.850 13.040 0.390 2.050 0.420 100.000 100.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1055 Node: NA1055 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98419 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 30 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.200 35.000 10.00 0.250 13.040 0.400 1.950 0.960 35.000 10.00 0.850 13.040 0.390 2.050 0.130 35.000 10.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A1060 Node: NA1060 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98419 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.200 35.000 10.00 0.180 13.030 0.360 2.050 0.220 35.000 10.00 0.250 13.040 0.400 1.950 0.760 35.000 10.00 0.850 13.040 0.390 2.050 0.860 35.000 10.00 1.300 13.040 0.380 2.050 0.610 100.000 100.00 0.850 13.040 0.390 2.050 0.320 45.000 15.00 0.180 13.030 0.360 2.050 6.540 45.000 15.00 1.300 13.040 0.380 2.050 2.980 45.000 15.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1070 Node: NA1070 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98419 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.370 0.000 0.00 0.210 13.040 0.400 2.050 0.710 0.000 0.00 0.250 13.040 0.400 1.950 0.780 0.000 0.00 0.000 13.040 0.380 2.050 2.340 0.000 0.00 0.000 13.040 0.410 2.050 3.050 5.000 0.00 0.200 13.040 0.380 2.050 4.520 5.000 0.00 0.250 13.040 0.400 1.950 1.300 5.000 0.00 0.000 13.040 0.380 2.050 0.060 5.000 0.00 0.000 13.040 0.410 2.050 0.240 5.000 0.00 3.130 13.040 0.390 2.050 0.060 45.000 15.00 0.200 13.040 0.380 2.050 0.450 45.000 15.00 3.130 13.040 0.390 2.050 0.150 5.000 5.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1080 Node: NA1080 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98419 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.430 0.000 0.00 0.210 13.040 0.400 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 31 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1.970 0.000 0.00 0.250 13.040 0.400 1.950 0.020 5.000 5.00 0.210 13.040 0.400 2.050 0.150 5.000 5.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1090 Node: NA1090 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.670 5.000 5.00 0.210 13.040 0.400 2.050 0.690 5.000 5.00 0.250 13.040 0.400 1.950 0.050 5.000 5.00 3.130 13.040 0.390 2.050 0.820 5.000 5.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1100 Node: NA1100 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.120 5.000 5.00 0.210 13.040 0.400 2.050 0.970 5.000 5.00 3.130 13.040 0.390 2.050 1.590 5.000 5.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1110 Node: NA1110 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.060 0.000 0.00 5.360 35.010 0.390 1.950 0.190 100.000 100.00 3.130 13.040 0.390 2.050 0.070 55.000 20.00 3.130 13.040 0.390 2.050 0.060 55.000 20.00 5.360 35.010 0.390 1.950 0.760 55.000 20.00 5.580 35.010 0.400 2.050 0.870 5.000 5.00 0.250 13.040 0.400 1.950 2.510 5.000 5.00 3.130 13.040 0.390 2.050 0.170 5.000 5.00 5.360 35.010 0.390 1.950 0.110 5.000 5.00 5.380 35.010 0.400 1.950 0.170 5.000 5.00 5.580 35.010 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1120 Node: NA1120 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 32 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.850 55.000 20.00 1.580 12.900 0.400 2.050 1.640 55.000 20.00 5.360 35.010 0.390 1.950 0.720 55.000 20.00 5.580 35.010 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1130 Node: NA1130 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.120 55.000 20.00 1.580 12.900 0.400 2.050 0.440 55.000 20.00 3.130 13.040 0.390 2.050 2.330 55.000 20.00 5.360 35.010 0.390 1.950 1.190 55.000 20.00 5.380 35.010 0.400 1.950 0.300 55.000 20.00 5.580 35.010 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1140 Node: NA1140 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.080 55.000 20.00 5.360 35.010 0.390 1.950 2.090 55.000 20.00 5.380 35.010 0.400 1.950 1.070 55.000 20.00 5.580 35.010 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1150 Node: NA1150 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.100 100.000 100.00 5.380 35.010 0.400 1.950 0.020 15.000 15.00 0.250 13.040 0.400 1.950 0.030 15.000 15.00 3.130 13.040 0.390 2.050 0.170 15.000 15.00 5.380 35.010 0.400 1.950 1.430 40.000 20.00 0.250 13.040 0.400 1.950 0.070 40.000 20.00 0.000 13.040 0.640 11.810 0.970 40.000 20.00 3.130 13.040 0.390 2.050 0.160 40.000 20.00 5.380 35.010 0.400 1.950 0.010 55.000 20.00 0.250 13.040 0.400 1.950 0.050 55.000 20.00 5.380 35.010 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 33 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A1160 Node: NA1160 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.800 15.000 15.00 0.250 13.040 0.400 1.950 0.070 40.000 20.00 0.250 13.040 0.400 1.950 1.620 55.000 20.00 0.180 13.030 0.360 2.050 2.690 55.000 20.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1170 Node: NA1170 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.910 15.000 15.00 0.250 13.040 0.400 1.950 0.050 15.000 15.00 3.130 13.040 0.390 2.050 2.020 40.000 20.00 0.250 13.040 0.400 1.950 2.290 40.000 20.00 3.130 13.040 0.390 2.050 0.030 55.000 20.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1180 Node: NA1180 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.280 100.000 100.00 0.250 13.040 0.400 1.950 1.280 100.000 100.00 0.000 13.040 0.370 2.050 0.130 5.000 5.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1190 Node: NA1190 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98892 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 14.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 100.000 100.00 0.180 13.030 0.360 2.050 0.010 100.000 100.00 0.250 13.040 0.400 1.950 1.100 100.000 100.00 0.000 13.040 0.370 2.050 1.560 30.000 20.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 34 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 2.090 55.000 20.00 0.180 13.030 0.360 2.050 5.390 55.000 20.00 0.250 13.040 0.400 1.950 0.780 55.000 20.00 0.000 13.040 0.370 2.050 3.020 55.000 20.00 1.250 13.040 0.400 2.050 11.060 55.000 20.00 1.300 13.040 0.380 2.050 3.480 55.000 20.00 3.130 13.040 0.390 2.050 0.070 5.000 5.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1200 Node: NA1200 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98892 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.700 100.000 100.00 0.180 13.030 0.360 2.050 0.320 100.000 100.00 0.250 13.040 0.400 1.950 4.300 100.000 100.00 0.000 13.040 0.370 2.050 1.630 55.000 20.00 0.180 13.030 0.360 2.050 2.100 55.000 20.00 0.250 13.040 0.400 1.950 0.070 55.000 20.00 0.000 13.040 0.370 2.050 ---------------------------------------------------------------------------------------------------- Name: A1210 Node: NA1210 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98892 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.890 30.000 20.00 0.250 13.040 0.400 1.950 0.160 30.000 20.00 1.300 13.040 0.380 2.050 2.300 55.000 20.00 0.250 13.040 0.400 1.950 1.610 55.000 20.00 1.300 13.040 0.380 2.050 1.870 55.000 20.00 3.130 13.040 0.390 2.050 0.050 5.000 5.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1220 Node: NA1220 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98892 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.560 55.000 20.00 0.250 13.040 0.400 1.950 2.510 55.000 20.00 1.300 13.040 0.380 2.050 2.710 55.000 20.00 1.580 12.900 0.400 2.050 13.580 55.000 20.00 3.130 13.040 0.390 2.050 2.250 55.000 20.00 5.380 35.010 0.400 1.950 0.020 5.000 5.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 35 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: A1230 Node: NA1230 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98892 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.000 55.000 20.00 0.250 13.040 0.400 1.950 2.330 55.000 20.00 1.580 12.900 0.400 2.050 18.950 55.000 20.00 3.130 13.040 0.390 2.050 7.870 55.000 20.00 5.380 35.010 0.400 1.950 0.020 5.000 5.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1240 Node: NA1240 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.700 55.000 20.00 0.180 13.030 0.360 2.050 1.630 55.000 20.00 0.210 13.040 0.400 2.050 0.830 55.000 20.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1250 Node: NA1250 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.610 55.000 20.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1260 Node: NA1260 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.790 55.000 20.00 0.020 3.970 0.420 2.050 0.700 55.000 20.00 0.030 13.040 0.370 2.050 1.220 55.000 20.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1270 Node: NA1270 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 36 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.260 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1280 Node: NA1280 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 12.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.220 100.000 100.00 0.850 13.040 0.390 2.050 6.890 90.000 90.00 0.850 13.040 0.390 2.050 1.600 95.000 95.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1290 Node: NA1290 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.580 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1300 Node: NA1300 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.220 100.000 100.00 0.180 13.030 0.360 2.050 2.690 100.000 100.00 0.850 13.040 0.390 2.050 3.340 100.000 100.00 0.000 39.370 0.720 0.390 0.330 30.000 15.00 0.180 13.030 0.360 2.050 0.380 30.000 15.00 0.850 13.040 0.390 2.050 0.050 30.000 15.00 1.250 13.040 0.400 2.050 3.100 85.000 85.00 0.850 13.040 0.390 2.050 0.020 85.000 85.00 0.000 39.370 0.720 0.390 ---------------------------------------------------------------------------------------------------- Name: A1310 Node: NA1310 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 37 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.060 100.000 100.00 0.110 12.990 0.380 2.050 0.630 100.000 100.00 0.180 13.030 0.360 2.050 0.680 100.000 100.00 0.850 13.040 0.390 2.050 0.020 75.000 50.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A1330 Node: NA1330 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.170 100.000 100.00 0.180 13.030 0.360 2.050 0.020 75.000 50.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A1340 Node: NA1340 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.310 100.000 100.00 0.180 13.030 0.360 2.050 0.730 100.000 100.00 0.250 13.040 0.400 1.950 0.060 55.000 25.00 0.180 13.030 0.360 2.050 0.110 55.000 25.00 0.250 13.040 0.400 1.950 3.880 75.000 50.00 0.180 13.030 0.360 2.050 4.070 75.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1360 Node: NA1360 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.400 100.000 100.00 0.250 13.040 0.400 1.950 0.120 55.000 25.00 3.130 13.040 0.390 2.050 4.140 75.000 50.00 0.250 13.040 0.400 1.950 0.840 75.000 50.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1370 Node: NA1370 Status: Onsite $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 38 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.240 100.000 100.00 0.250 13.040 0.400 1.950 0.330 55.000 25.00 3.130 13.040 0.390 2.050 0.700 75.000 50.00 0.250 13.040 0.400 1.950 1.680 75.000 50.00 1.180 17.040 0.380 2.050 1.140 75.000 50.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1380 Node: NA1380 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.130 100.000 100.00 3.130 13.040 0.390 2.050 0.050 55.000 25.00 1.180 17.040 0.380 2.050 0.040 55.000 25.00 3.130 13.040 0.390 2.050 0.120 75.000 50.00 0.250 13.040 0.400 1.950 1.250 75.000 50.00 1.180 17.040 0.380 2.050 0.360 75.000 50.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1390 Node: NA1390 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.150 100.000 100.00 3.130 13.040 0.390 2.050 0.240 75.000 50.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1400 Node: NA1400 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.110 55.000 25.00 1.180 17.040 0.380 2.050 0.020 55.000 25.00 3.130 13.040 0.390 2.050 0.060 85.000 35.00 3.130 13.040 0.390 2.050 1.230 75.000 50.00 1.180 17.040 0.380 2.050 0.650 75.000 50.00 3.130 13.040 0.390 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 39 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A1410 Node: NA1410 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.160 100.000 100.00 0.000 13.040 0.410 2.050 0.380 100.000 100.00 3.130 13.040 0.390 2.050 0.210 55.000 25.00 0.250 13.040 0.400 1.950 0.860 55.000 25.00 0.000 13.040 0.410 2.050 0.630 55.000 25.00 1.180 17.040 0.380 2.050 3.780 55.000 25.00 3.130 13.040 0.390 2.050 0.150 85.000 35.00 3.130 13.040 0.390 2.050 0.290 5.000 5.00 0.850 13.040 0.390 2.050 0.460 5.000 5.00 0.000 13.040 0.410 2.050 1.140 5.000 5.00 3.130 13.040 0.390 2.050 0.130 65.000 55.00 0.000 13.040 0.410 2.050 ---------------------------------------------------------------------------------------------------- Name: A1420 Node: NA1420 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 85.000 35.00 1.180 17.040 0.380 2.050 1.080 85.000 35.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1430 Node: NA1430 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.450 100.000 100.00 3.130 13.040 0.390 2.050 0.010 85.000 35.00 1.180 17.040 0.380 2.050 0.450 75.000 50.00 1.180 17.040 0.380 2.050 1.740 75.000 50.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1440 Node: NA1440 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 40 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 100.000 100.00 0.110 12.990 0.380 2.050 0.070 100.000 100.00 0.850 13.040 0.390 2.050 2.610 85.000 85.00 0.110 12.990 0.380 2.050 0.010 85.000 85.00 0.180 13.030 0.360 2.050 0.130 85.000 85.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1450 Node: NA1450 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.310 85.000 85.00 0.110 12.990 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A1460 Node: NA1460 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.050 100.000 100.00 0.110 12.990 0.380 2.050 0.060 85.000 85.00 0.110 12.990 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A1480 Node: NA1480 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 10.000 10.00 0.180 13.030 0.360 2.050 0.010 100.000 100.00 0.070 18.900 0.400 2.050 0.020 100.000 100.00 0.110 12.990 0.380 2.050 1.140 100.000 100.00 0.180 13.030 0.360 2.050 0.070 85.000 85.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A1490 Node: NA1490 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 41 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.070 100.000 100.00 0.180 13.030 0.360 2.050 0.040 65.000 55.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A1500 Node: NA1500 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.110 100.000 100.00 0.180 13.030 0.360 2.050 0.260 65.000 55.00 0.180 13.030 0.360 2.050 0.480 65.000 55.00 1.250 13.040 0.400 2.050 0.330 65.000 55.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1510 Node: NA1510 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.060 100.000 100.00 0.180 13.030 0.360 2.050 0.170 65.000 55.00 0.180 13.030 0.360 2.050 0.440 65.000 55.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1520 Node: NA1520 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.180 65.000 55.00 0.180 13.030 0.360 2.050 0.310 65.000 55.00 0.850 13.040 0.390 2.050 1.260 65.000 55.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1530 Node: NA1530 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 100.000 100.00 0.850 13.040 0.390 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 42 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1.460 65.000 55.00 0.850 13.040 0.390 2.050 0.290 65.000 55.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1540 Node: NA1540 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.860 65.000 55.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1550 Node: NA1550 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.950 65.000 55.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1560 Node: NA1560 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.740 100.000 100.00 0.850 13.040 0.390 2.050 10.690 65.000 55.00 0.850 13.040 0.390 2.050 0.270 65.000 55.00 1.250 13.040 0.400 2.050 1.630 65.000 55.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1570 Node: NA1570 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.090 65.000 55.00 1.250 13.040 0.400 2.050 0.260 65.000 55.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 43 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: A1580 Node: NA1580 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.530 50.000 20.00 0.850 13.040 0.390 2.050 1.080 50.000 20.00 1.180 17.040 0.380 2.050 8.440 50.000 20.00 3.130 13.040 0.390 2.050 0.390 5.000 5.00 0.850 13.040 0.390 2.050 0.520 5.000 5.00 3.130 13.040 0.390 2.050 0.390 80.000 50.00 3.130 13.040 0.390 2.050 1.240 65.000 55.00 0.850 13.040 0.390 2.050 0.020 65.000 55.00 0.000 13.040 0.410 2.050 0.080 65.000 55.00 1.180 17.040 0.380 2.050 0.610 65.000 55.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1590 Node: NA1590 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.180 65.000 55.00 0.850 13.040 0.390 2.050 0.140 65.000 55.00 1.250 13.040 0.400 2.050 0.140 65.000 55.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1610 Node: NA1610 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.250 100.000 100.00 1.250 13.040 0.400 2.050 1.400 55.000 25.00 0.180 13.030 0.360 2.050 0.280 55.000 25.00 0.250 13.040 0.400 1.950 1.600 55.000 25.00 1.250 13.040 0.400 2.050 0.620 55.000 25.00 3.130 13.040 0.390 2.050 0.010 65.000 55.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1620 Node: NA1620 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 44 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.180 100.000 100.00 0.250 13.040 0.400 1.950 0.120 100.000 100.00 0.000 13.040 0.410 2.050 0.050 100.000 100.00 1.250 13.040 0.400 2.050 2.840 55.000 25.00 0.250 13.040 0.400 1.950 0.230 55.000 25.00 0.000 13.040 0.410 2.050 0.500 55.000 25.00 1.250 13.040 0.400 2.050 0.710 55.000 25.00 3.130 13.040 0.390 2.050 0.020 65.000 55.00 0.000 13.040 0.410 2.050 0.030 65.000 55.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1630 Node: NA1630 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.630 100.000 100.00 0.110 12.990 0.380 2.050 0.340 100.000 100.00 0.180 13.030 0.360 2.050 0.310 75.000 50.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A1640 Node: NA1640 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.140 100.000 100.00 0.180 13.030 0.360 2.050 0.600 55.000 25.00 0.180 13.030 0.360 2.050 0.060 55.000 25.00 1.250 13.040 0.400 2.050 6.970 75.000 50.00 0.180 13.030 0.360 2.050 0.140 65.000 55.00 0.180 13.030 0.360 2.050 0.070 65.000 55.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1650 Node: NA1650 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.890 65.000 55.00 0.180 13.030 0.360 2.050 0.280 65.000 55.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1660 Node: NA1660 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 45 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 55.000 25.00 1.250 13.040 0.400 2.050 0.010 55.000 25.00 3.130 13.040 0.390 2.050 0.900 65.000 55.00 1.250 13.040 0.400 2.050 0.450 65.000 55.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1670 Node: NA1670 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.060 55.000 25.00 0.000 13.040 0.410 2.050 0.370 65.000 55.00 0.850 13.040 0.390 2.050 0.520 65.000 55.00 0.000 13.040 0.410 2.050 0.100 65.000 55.00 1.250 13.040 0.400 2.050 1.530 65.000 55.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1680 Node: NA1680 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.060 100.000 100.00 0.110 12.990 0.380 2.050 0.010 100.000 100.00 0.850 13.040 0.390 2.050 0.870 85.000 85.00 0.020 3.970 0.420 2.050 3.540 85.000 85.00 0.110 12.990 0.380 2.050 1.760 85.000 85.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1690 Node: NA1690 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.930 85.000 85.00 0.110 12.990 0.380 2.050 0.950 85.000 85.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A1700 Node: NA1700 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 46 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 10.000 10.00 0.110 12.990 0.380 2.050 0.040 10.000 10.00 0.180 13.030 0.360 2.050 0.460 85.000 85.00 0.110 12.990 0.380 2.050 1.520 85.000 85.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A1710 Node: NA1710 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 13.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.210 10.000 10.00 0.110 12.990 0.380 2.050 1.880 10.000 10.00 0.180 13.030 0.360 2.050 0.190 100.000 100.00 0.110 12.990 0.380 2.050 0.490 100.000 100.00 0.180 13.030 0.360 2.050 0.390 30.000 15.00 0.110 12.990 0.380 2.050 1.510 30.000 15.00 0.180 13.030 0.360 2.050 0.420 30.000 15.00 0.850 13.040 0.390 2.050 1.070 85.000 85.00 0.020 3.970 0.420 2.050 3.970 85.000 85.00 0.110 12.990 0.380 2.050 0.150 85.000 85.00 0.180 13.030 0.360 2.050 2.240 85.000 85.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1720 Node: NA1720 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.900 30.000 15.00 0.070 18.900 0.400 2.050 0.560 30.000 15.00 0.180 13.030 0.360 2.050 0.010 30.000 15.00 0.850 13.040 0.390 2.050 0.720 30.000 15.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1730 Node: NA1730 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 19.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 5.760 30.000 15.00 0.180 13.030 0.360 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 47 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 2.830 30.000 15.00 0.850 13.040 0.390 2.050 1.710 30.000 15.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1740 Node: NA1740 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.930 30.000 15.00 0.070 18.900 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1750 Node: NA1750 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98418 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 12.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.350 10.000 10.00 0.180 13.030 0.360 2.050 0.530 10.000 10.00 0.210 13.040 0.400 2.050 4.610 30.000 15.00 0.070 18.900 0.400 2.050 0.210 30.000 15.00 0.180 13.030 0.360 2.050 0.010 30.000 15.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1760 Node: NA1760 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.730 0.000 0.00 0.180 13.030 0.360 2.050 0.140 0.000 0.00 0.210 13.040 0.400 2.050 0.080 20.000 10.00 0.180 13.030 0.360 2.050 0.070 20.000 10.00 1.300 13.040 0.380 2.050 0.950 40.000 10.00 0.180 13.030 0.360 2.050 1.350 40.000 10.00 0.210 13.040 0.400 2.050 0.140 40.000 10.00 0.000 13.040 0.380 2.050 0.130 95.000 95.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A1770 Node: NA1770 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 48 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 25.000 10.00 0.250 13.040 0.400 1.950 0.180 100.000 100.00 0.850 13.040 0.390 2.050 0.060 100.000 100.00 1.250 13.040 0.400 2.050 0.700 45.000 15.00 0.250 13.040 0.400 1.950 0.050 45.000 15.00 3.130 13.040 0.390 2.050 1.310 5.000 5.00 0.250 13.040 0.400 1.950 0.920 5.000 5.00 0.850 13.040 0.390 2.050 0.090 5.000 5.00 1.250 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1780 Node: NA1780 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 0.000 0.00 0.210 13.040 0.400 2.050 0.870 0.000 0.00 1.300 13.040 0.380 2.050 0.040 20.000 10.00 1.300 13.040 0.380 2.050 0.240 25.000 10.00 0.210 13.040 0.400 2.050 0.010 25.000 10.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A1790 Node: NA1790 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.360 20.000 10.00 0.210 13.040 0.400 2.050 0.500 20.000 10.00 1.300 13.040 0.380 2.050 0.060 20.000 10.00 3.130 13.040 0.390 2.050 1.220 25.000 10.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1800 Node: NA1800 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.340 25.000 10.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1810 Node: NA1810 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 49 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 0.000 0.00 0.210 13.040 0.400 2.050 0.190 0.000 0.00 0.850 13.040 0.390 2.050 0.200 25.000 10.00 0.210 13.040 0.400 2.050 1.540 25.000 10.00 0.250 13.040 0.400 1.950 1.000 25.000 10.00 0.850 13.040 0.390 2.050 0.400 100.000 100.00 0.210 13.040 0.400 2.050 0.390 100.000 100.00 0.850 13.040 0.390 2.050 0.020 45.000 15.00 0.210 13.040 0.400 2.050 0.190 45.000 15.00 0.250 13.040 0.400 1.950 0.060 5.000 5.00 0.250 13.040 0.400 1.950 0.080 5.000 5.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1820 Node: NA1820 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.440 25.000 10.00 0.210 13.040 0.400 2.050 0.340 25.000 10.00 0.250 13.040 0.400 1.950 0.210 25.000 10.00 0.850 13.040 0.390 2.050 0.380 25.000 10.00 3.130 13.040 0.390 2.050 0.020 25.000 10.00 5.380 35.010 0.400 1.950 0.210 45.000 15.00 0.210 13.040 0.400 2.050 0.110 45.000 15.00 0.250 13.040 0.400 1.950 0.180 45.000 15.00 0.850 13.040 0.390 2.050 6.810 45.000 15.00 3.130 13.040 0.390 2.050 6.590 45.000 15.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1830 Node: NA1830 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.390 25.000 10.00 3.130 13.040 0.390 2.050 1.900 25.000 10.00 5.380 35.010 0.400 1.950 0.450 45.000 15.00 3.130 13.040 0.390 2.050 0.350 45.000 15.00 5.380 35.010 0.400 1.950 1.380 5.000 5.00 3.130 13.040 0.390 2.050 2.740 5.000 5.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1840 Node: NA1840 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 50 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.710 65.000 40.00 0.210 13.040 0.400 2.050 0.120 65.000 40.00 3.130 13.040 0.390 2.050 0.490 5.000 5.00 3.130 13.040 0.390 2.050 1.660 70.000 50.00 0.210 13.040 0.400 2.050 0.090 70.000 50.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A1850 Node: NA1850 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.130 45.000 15.00 0.250 13.040 0.400 1.950 0.360 45.000 15.00 1.300 13.040 0.380 2.050 0.270 50.000 50.00 0.250 13.040 0.400 1.950 2.100 50.000 50.00 1.300 13.040 0.380 2.050 0.110 70.000 50.00 0.210 13.040 0.400 2.050 0.860 70.000 50.00 1.300 13.040 0.380 2.050 0.330 85.000 85.00 0.250 13.040 0.400 1.950 1.330 85.000 85.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A1860 Node: NA1860 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.020 50.000 50.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A1870 Node: NA1870 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.510 40.000 20.00 1.300 13.040 0.380 2.050 0.320 50.000 50.00 0.250 13.040 0.400 1.950 2.470 50.000 50.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A1880 Node: NA1880 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 51 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 45.000 15.00 0.250 13.040 0.400 1.950 2.170 40.000 20.00 0.250 13.040 0.400 1.950 1.180 40.000 20.00 1.300 13.040 0.380 2.050 0.570 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1890 Node: NA1890 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.080 45.000 15.00 0.250 13.040 0.400 1.950 1.440 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1900 Node: NA1900 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.680 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1910 Node: NA1910 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 14.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.600 65.000 40.00 0.210 13.040 0.400 2.050 2.400 65.000 40.00 3.130 13.040 0.390 2.050 0.200 65.000 40.00 5.380 35.010 0.400 1.950 2.050 5.000 5.00 3.130 13.040 0.390 2.050 2.280 5.000 5.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1920 Node: NA1920 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 52 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 25.000 10.00 3.130 13.040 0.390 2.050 0.070 25.000 10.00 5.380 35.010 0.400 1.950 0.020 35.000 10.00 1.580 12.900 0.400 2.050 0.220 35.000 10.00 3.130 13.040 0.390 2.050 0.120 35.000 10.00 5.380 35.010 0.400 1.950 1.490 45.000 15.00 0.210 13.040 0.400 2.050 0.090 45.000 15.00 0.250 13.040 0.400 1.950 0.140 45.000 15.00 1.580 12.900 0.400 2.050 1.310 45.000 15.00 3.130 13.040 0.390 2.050 3.310 5.000 5.00 3.130 13.040 0.390 2.050 0.070 70.000 50.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1930 Node: NA1930 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.210 35.000 10.00 0.210 13.040 0.400 2.050 10.340 45.000 15.00 0.210 13.040 0.400 2.050 0.200 45.000 15.00 1.580 12.900 0.400 2.050 0.850 45.000 15.00 3.130 13.040 0.390 2.050 0.020 85.000 85.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1940 Node: NA1940 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.450 25.000 10.00 0.210 13.040 0.400 2.050 1.360 25.000 10.00 3.130 13.040 0.390 2.050 0.550 25.000 10.00 5.380 35.010 0.400 1.950 0.110 35.000 10.00 0.210 13.040 0.400 2.050 0.300 35.000 10.00 3.130 13.040 0.390 2.050 0.240 35.000 10.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A1950 Node: NA1950 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.100 25.000 10.00 0.210 13.040 0.400 2.050 0.170 25.000 10.00 5.380 35.010 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 53 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.820 35.000 10.00 0.210 13.040 0.400 2.050 0.870 35.000 10.00 1.580 12.900 0.400 2.050 1.180 35.000 10.00 3.130 13.040 0.390 2.050 3.020 35.000 10.00 5.380 35.010 0.400 1.950 0.640 100.000 100.00 0.210 13.040 0.400 2.050 0.220 100.000 100.00 3.130 13.040 0.390 2.050 0.090 100.000 100.00 5.380 35.010 0.400 1.950 0.010 45.000 15.00 1.580 12.900 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A1960 Node: NA1960 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.050 25.000 10.00 3.130 13.040 0.390 2.050 8.540 35.000 10.00 0.210 13.040 0.400 2.050 1.480 35.000 10.00 1.580 12.900 0.400 2.050 4.640 35.000 10.00 3.130 13.040 0.390 2.050 0.030 35.000 10.00 5.380 35.010 0.400 1.950 0.790 100.000 100.00 0.210 13.040 0.400 2.050 0.150 100.000 100.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1970 Node: NA1970 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.490 25.000 10.00 0.180 13.030 0.360 2.050 0.650 25.000 10.00 0.210 13.040 0.400 2.050 1.620 35.000 10.00 0.180 13.030 0.360 2.050 2.190 35.000 10.00 0.210 13.040 0.400 2.050 0.930 35.000 10.00 3.130 13.040 0.390 2.050 0.080 60.000 60.00 0.210 13.040 0.400 2.050 0.010 60.000 60.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A1980 Node: NA1980 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.100 25.000 10.00 0.210 13.040 0.400 2.050 0.210 35.000 10.00 0.180 13.030 0.360 2.050 4.940 35.000 10.00 0.210 13.040 0.400 2.050 0.560 35.000 10.00 0.250 13.040 0.400 1.950 5.770 35.000 10.00 3.130 13.040 0.390 2.050 0.020 60.000 60.00 3.130 13.040 0.390 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 54 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A2020 Node: NA2020 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.120 60.000 60.00 0.210 13.040 0.400 2.050 0.180 60.000 60.00 0.000 13.040 0.380 2.050 0.070 65.000 65.00 0.210 13.040 0.400 2.050 0.070 65.000 65.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2030 Node: NA2030 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.460 65.000 65.00 0.210 13.040 0.400 2.050 0.650 65.000 65.00 0.250 13.040 0.400 1.950 0.020 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2050 Node: NA2050 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.150 35.000 35.00 0.250 13.040 0.400 1.950 0.200 35.000 35.00 0.850 13.040 0.390 2.050 0.030 50.000 50.00 0.250 13.040 0.400 1.950 2.620 65.000 65.00 0.250 13.040 0.400 1.950 0.530 65.000 65.00 0.850 13.040 0.390 2.050 0.270 85.000 80.00 0.250 13.040 0.400 1.950 0.090 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2060 Node: NA2060 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 16.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.090 10.000 10.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 55 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 3.550 50.000 50.00 0.250 13.040 0.400 1.950 19.680 90.000 90.00 0.250 13.040 0.400 1.950 1.230 95.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2070 Node: NA2070 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.170 90.000 90.00 0.250 13.040 0.400 1.950 0.470 90.000 90.00 0.850 13.040 0.390 2.050 0.150 95.000 90.00 0.250 13.040 0.400 1.950 4.120 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2080 Node: NA2080 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 12.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.120 10.000 10.00 0.250 13.040 0.400 1.950 2.830 25.000 15.00 0.250 13.040 0.400 1.950 0.240 25.000 15.00 0.850 13.040 0.390 2.050 0.960 25.000 25.00 0.250 13.040 0.400 1.950 0.320 25.000 25.00 0.850 13.040 0.390 2.050 0.110 60.000 40.00 0.850 13.040 0.390 2.050 0.790 50.000 50.00 0.250 13.040 0.400 1.950 2.070 90.000 90.00 0.250 13.040 0.400 1.950 3.020 90.000 90.00 0.850 13.040 0.390 2.050 3.950 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2090 Node: NA2090 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 25.000 15.00 0.250 13.040 0.400 1.950 0.400 25.000 25.00 0.250 13.040 0.400 1.950 0.360 60.000 40.00 0.250 13.040 0.400 1.950 0.010 60.000 40.00 0.850 13.040 0.390 2.050 0.050 50.000 50.00 0.250 13.040 0.400 1.950 0.310 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2100 Node: NA2100 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 56 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 25.000 25.00 0.250 13.040 0.400 1.950 1.110 60.000 40.00 0.250 13.040 0.400 1.950 0.090 60.000 40.00 0.850 13.040 0.390 2.050 0.830 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2110 Node: NA2110 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 5.200 60.000 40.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2120 Node: NA2120 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.090 25.000 25.00 0.250 13.040 0.400 1.950 2.450 60.000 40.00 0.250 13.040 0.400 1.950 9.170 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2130 Node: NA2130 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 45.000 15.00 0.250 13.040 0.400 1.950 0.290 25.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2140 Node: NA2140 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 57 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 12.140 45.000 15.00 0.250 13.040 0.400 1.950 0.020 25.000 25.00 0.250 13.040 0.400 1.950 0.240 50.000 50.00 0.250 13.040 0.400 1.950 0.280 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2150 Node: NA2150 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.930 45.000 15.00 0.250 13.040 0.400 1.950 1.140 45.000 15.00 0.850 13.040 0.390 2.050 0.280 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2160 Node: NA2160 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.100 45.000 15.00 0.250 13.040 0.400 1.950 0.040 45.000 15.00 0.850 13.040 0.390 2.050 0.010 45.000 15.00 0.000 13.040 0.380 2.050 5.190 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2170 Node: NA2170 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 12.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.040 100.000 100.00 0.850 13.040 0.390 2.050 0.360 100.000 100.00 0.000 13.040 0.380 2.050 3.800 45.000 15.00 0.250 13.040 0.400 1.950 8.660 45.000 15.00 0.850 13.040 0.390 2.050 0.730 45.000 15.00 0.000 13.040 0.380 2.050 1.900 45.000 15.00 1.300 13.040 0.380 2.050 0.030 50.000 50.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2180 Node: NA2180 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 58 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.400 100.000 100.00 0.250 13.040 0.400 1.950 12.150 100.000 100.00 0.000 13.040 0.380 2.050 0.050 45.000 15.00 0.250 13.040 0.400 1.950 0.050 45.000 15.00 0.000 13.040 0.380 2.050 1.840 70.000 60.00 0.250 13.040 0.400 1.950 0.580 70.000 60.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2190 Node: NA2190 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 100.000 100.00 0.250 13.040 0.400 1.950 0.070 50.000 25.00 0.250 13.040 0.400 1.950 7.660 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2200 Node: NA2200 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.610 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2210 Node: NA2210 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.970 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2220 Node: NA2220 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 59 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.260 35.000 10.00 0.180 13.030 0.360 2.050 0.340 35.000 10.00 0.210 13.040 0.400 2.050 0.620 35.000 10.00 0.000 13.040 0.380 2.050 0.110 60.000 60.00 0.210 13.040 0.400 2.050 0.290 60.000 60.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2230 Node: NA2230 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.310 60.000 60.00 0.210 13.040 0.400 2.050 0.450 60.000 60.00 3.130 13.040 0.390 2.050 0.300 65.000 65.00 0.210 13.040 0.400 2.050 1.540 65.000 65.00 0.250 13.040 0.400 1.950 1.970 65.000 65.00 0.850 13.040 0.390 2.050 0.190 65.000 65.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2240 Node: NA2240 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 35.000 10.00 3.130 13.040 0.390 2.050 0.690 60.000 60.00 3.130 13.040 0.390 2.050 2.120 65.000 65.00 0.850 13.040 0.390 2.050 0.850 65.000 65.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2250 Node: NA2250 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.090 35.000 10.00 3.130 13.040 0.390 2.050 0.020 100.000 100.00 0.250 13.040 0.400 1.950 0.080 60.000 60.00 0.250 13.040 0.400 1.950 0.510 60.000 60.00 3.130 13.040 0.390 2.050 0.040 65.000 65.00 3.130 13.040 0.390 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 60 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A2260 Node: NA2260 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 35.000 10.00 0.210 13.040 0.400 2.050 0.120 35.000 10.00 0.250 13.040 0.400 1.950 0.020 35.000 10.00 3.130 13.040 0.390 2.050 0.060 60.000 60.00 0.210 13.040 0.400 2.050 0.920 60.000 60.00 0.250 13.040 0.400 1.950 0.020 60.000 60.00 3.130 13.040 0.390 2.050 0.150 65.000 65.00 0.250 13.040 0.400 1.950 0.040 85.000 85.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A2270 Node: NA2270 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.330 35.000 35.00 0.250 13.040 0.400 1.950 0.050 50.000 50.00 0.250 13.040 0.400 1.950 0.080 60.000 60.00 0.250 13.040 0.400 1.950 0.010 70.000 60.00 0.250 13.040 0.400 1.950 0.570 65.000 65.00 0.250 13.040 0.400 1.950 0.020 85.000 85.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A2280 Node: NA2280 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.300 45.000 15.00 0.210 13.040 0.400 2.050 0.480 50.000 50.00 0.210 13.040 0.400 2.050 0.800 50.000 50.00 0.250 13.040 0.400 1.950 0.030 65.000 65.00 0.250 13.040 0.400 1.950 1.060 85.000 85.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A2290 Node: NA2290 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 61 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.210 50.000 50.00 0.210 13.040 0.400 2.050 0.100 50.000 50.00 0.250 13.040 0.400 1.950 0.180 85.000 85.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A2300 Node: NA2300 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.100 45.000 15.00 0.210 13.040 0.400 2.050 0.070 45.000 15.00 0.250 13.040 0.400 1.950 0.650 50.000 50.00 0.210 13.040 0.400 2.050 1.410 50.000 50.00 0.250 13.040 0.400 1.950 0.010 50.000 50.00 1.300 13.040 0.380 2.050 0.350 85.000 85.00 0.210 13.040 0.400 2.050 0.470 85.000 85.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2310 Node: NA2310 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.100 50.000 50.00 0.210 13.040 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A2320 Node: NA2320 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.290 100.000 100.00 0.250 13.040 0.400 1.950 0.770 35.000 35.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2330 Node: NA2330 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 62 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.100 60.000 60.00 0.180 13.030 0.360 2.050 0.060 60.000 60.00 0.000 13.040 0.380 2.050 0.140 85.000 80.00 0.180 13.030 0.360 2.050 0.120 85.000 80.00 0.210 13.040 0.400 2.050 0.400 85.000 80.00 0.250 13.040 0.400 1.950 0.100 85.000 80.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2340 Node: NA2340 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.260 85.000 80.00 0.210 13.040 0.400 2.050 1.970 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2350 Node: NA2350 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.470 85.000 80.00 0.210 13.040 0.400 2.050 2.070 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2360 Node: NA2360 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.200 60.000 60.00 0.180 13.030 0.360 2.050 0.330 85.000 80.00 0.180 13.030 0.360 2.050 0.250 85.000 80.00 0.210 13.040 0.400 2.050 0.950 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2370 Node: NA2370 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 63 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.090 60.000 60.00 0.000 13.040 0.380 2.050 0.370 65.000 65.00 0.210 13.040 0.400 2.050 0.180 65.000 65.00 0.250 13.040 0.400 1.950 0.220 65.000 65.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2380 Node: NA2380 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.230 65.000 65.00 0.210 13.040 0.400 2.050 0.220 85.000 80.00 0.210 13.040 0.400 2.050 0.370 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2390 Node: NA2390 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.180 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2400 Node: NA2400 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.060 85.000 80.00 0.250 13.040 0.400 1.950 1.210 95.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2410 Node: NA2410 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.380 90.000 90.00 0.250 13.040 0.400 1.950 0.200 95.000 90.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 64 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A2420 Node: NA2420 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.930 85.000 80.00 0.250 13.040 0.400 1.950 6.950 95.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2430 Node: NA2430 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.070 85.000 80.00 0.250 13.040 0.400 1.950 0.280 85.000 80.00 0.850 13.040 0.390 2.050 3.570 95.000 90.00 0.250 13.040 0.400 1.950 1.370 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2440 Node: NA2440 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.040 85.000 80.00 0.250 13.040 0.400 1.950 0.050 90.000 90.00 0.250 13.040 0.400 1.950 0.020 95.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2450 Node: NA2450 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 12.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.450 90.000 90.00 0.250 13.040 0.400 1.950 5.060 95.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 65 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: A2460 Node: NA2460 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 65.000 65.00 0.250 13.040 0.400 1.950 0.390 85.000 80.00 0.210 13.040 0.400 2.050 3.490 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2470 Node: NA2470 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.890 65.000 65.00 0.210 13.040 0.400 2.050 0.200 65.000 65.00 0.250 13.040 0.400 1.950 0.060 85.000 80.00 0.210 13.040 0.400 2.050 0.070 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2480 Node: NA2480 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.850 65.000 65.00 0.210 13.040 0.400 2.050 0.750 65.000 65.00 0.250 13.040 0.400 1.950 0.470 65.000 65.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2490 Node: NA2490 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.700 65.000 65.00 0.250 13.040 0.400 1.950 0.100 65.000 65.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2500 Node: NA2500 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 66 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.070 35.000 35.00 0.250 13.040 0.400 1.950 4.170 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2510 Node: NA2510 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.540 50.000 50.00 0.250 13.040 0.400 1.950 0.320 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2520 Node: NA2520 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.070 35.000 35.00 0.250 13.040 0.400 1.950 0.890 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2530 Node: NA2530 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.110 35.000 35.00 0.250 13.040 0.400 1.950 0.180 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2540 Node: NA2540 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 67 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.130 35.000 35.00 0.250 13.040 0.400 1.950 3.190 50.000 50.00 0.250 13.040 0.400 1.950 0.140 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2550 Node: NA2550 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.080 50.000 50.00 0.250 13.040 0.400 1.950 0.240 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2560 Node: NA2560 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.060 50.000 25.00 0.250 13.040 0.400 1.950 0.060 50.000 50.00 0.250 13.040 0.400 1.950 0.130 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2570 Node: NA2570 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.170 20.000 20.00 0.250 13.040 0.400 1.950 0.680 50.000 25.00 0.250 13.040 0.400 1.950 0.300 50.000 50.00 0.250 13.040 0.400 1.950 0.040 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2580 Node: NA2580 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 68 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.520 20.000 20.00 0.250 13.040 0.400 1.950 0.300 50.000 25.00 0.250 13.040 0.400 1.950 0.130 50.000 50.00 0.250 13.040 0.400 1.950 0.330 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2590 Node: NA2590 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.130 35.000 35.00 0.250 13.040 0.400 1.950 0.800 65.000 65.00 0.250 13.040 0.400 1.950 2.670 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2600 Node: NA2600 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.850 65.000 65.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2610 Node: NA2610 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.840 35.000 35.00 0.250 13.040 0.400 1.950 0.150 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2620 Node: NA2620 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 35.000 35.00 0.250 13.040 0.400 1.950 0.050 50.000 50.00 0.250 13.040 0.400 1.950 0.580 70.000 60.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 69 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A2630 Node: NA2630 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.020 50.000 25.00 0.250 13.040 0.400 1.950 0.250 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2640 Node: NA2640 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.670 90.000 90.00 0.250 13.040 0.400 1.950 0.470 95.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2650 Node: NA2650 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.100 50.000 50.00 0.250 13.040 0.400 1.950 0.800 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2660 Node: NA2660 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.150 60.000 40.00 0.250 13.040 0.400 1.950 0.660 50.000 50.00 0.250 13.040 0.400 1.950 0.030 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2670 Node: NA2670 Status: Onsite $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 70 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.050 50.000 50.00 0.250 13.040 0.400 1.950 0.110 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2680 Node: NA2680 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.120 25.000 25.00 0.250 13.040 0.400 1.950 2.370 60.000 40.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2690 Node: NA2690 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.230 25.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2700 Node: NA2700 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 9.860 45.000 15.00 0.250 13.040 0.400 1.950 0.540 45.000 20.00 0.250 13.040 0.400 1.950 0.120 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2710 Node: NA2710 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 71 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.130 45.000 15.00 0.250 13.040 0.400 1.950 1.810 50.000 50.00 0.250 13.040 0.400 1.950 0.070 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2720 Node: NA2720 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.070 45.000 15.00 1.300 13.040 0.380 2.050 0.080 50.000 50.00 0.250 13.040 0.400 1.950 0.260 50.000 50.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2730 Node: NA2730 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.660 50.000 50.00 0.210 13.040 0.400 2.050 2.630 50.000 50.00 0.250 13.040 0.400 1.950 0.030 50.000 50.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2740 Node: NA2740 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 100.000 100.00 0.250 13.040 0.400 1.950 0.070 50.000 50.00 0.250 13.040 0.400 1.950 1.200 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2750 Node: NA2750 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 72 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.470 100.000 100.00 0.250 13.040 0.400 1.950 0.170 100.000 100.00 0.850 13.040 0.390 2.050 0.020 100.000 100.00 3.130 13.040 0.390 2.050 0.210 35.000 35.00 0.250 13.040 0.400 1.950 0.080 35.000 35.00 0.850 13.040 0.390 2.050 2.810 65.000 65.00 0.250 13.040 0.400 1.950 2.790 65.000 65.00 0.850 13.040 0.390 2.050 0.400 65.000 65.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2760 Node: NA2760 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.960 65.000 65.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2770 Node: NA2770 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 13.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.070 50.000 50.00 0.210 13.040 0.400 2.050 5.520 50.000 50.00 0.250 13.040 0.400 1.950 0.500 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2780 Node: NA2780 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98417 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.180 100.000 100.00 0.250 13.040 0.400 1.950 2.080 70.000 60.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2790 Node: NA2790 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 13.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 73 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.090 25.000 10.00 0.180 13.030 0.360 2.050 0.180 35.000 10.00 0.180 13.030 0.360 2.050 0.370 100.000 100.00 0.180 13.030 0.360 2.050 0.090 35.000 35.00 0.180 13.030 0.360 2.050 11.030 50.000 50.00 0.180 13.030 0.360 2.050 0.930 50.000 50.00 0.000 13.040 0.380 2.050 0.130 60.000 60.00 0.180 13.030 0.360 2.050 0.140 60.000 60.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A2800 Node: NA2800 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.420 25.000 10.00 0.180 13.030 0.360 2.050 0.430 100.000 100.00 0.180 13.030 0.360 2.050 1.740 45.000 25.00 0.180 13.030 0.360 2.050 0.160 45.000 25.00 0.250 13.040 0.400 1.950 0.920 45.000 25.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2810 Node: NA2810 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.610 45.000 25.00 0.250 13.040 0.400 1.950 2.760 35.000 35.00 0.180 13.030 0.360 2.050 1.090 35.000 35.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2820 Node: NA2820 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.340 100.000 100.00 0.180 13.030 0.360 2.050 0.770 50.000 50.00 0.180 13.030 0.360 2.050 0.500 60.000 60.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A2830 Node: NA2830 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 74 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.050 35.000 35.00 0.180 13.030 0.360 2.050 0.070 50.000 50.00 0.180 13.030 0.360 2.050 0.050 60.000 60.00 0.180 13.030 0.360 2.050 ---------------------------------------------------------------------------------------------------- Name: A2840 Node: NA2840 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 50.000 40.00 0.250 13.040 0.400 1.950 0.420 60.000 60.00 0.250 13.040 0.400 1.950 0.570 75.000 75.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2850 Node: NA2850 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.710 100.000 100.00 0.250 13.040 0.400 1.950 0.080 50.000 40.00 0.250 13.040 0.400 1.950 3.480 75.000 75.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2860 Node: NA2860 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 85.000 80.00 0.250 13.040 0.400 1.950 0.220 85.000 80.00 0.850 13.040 0.390 2.050 4.180 90.000 90.00 0.250 13.040 0.400 1.950 5.400 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2870 Node: NA2870 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 75 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 100.000 100.00 0.250 13.040 0.400 1.950 1.450 85.000 80.00 0.250 13.040 0.400 1.950 0.050 85.000 80.00 0.850 13.040 0.390 2.050 10.270 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2880 Node: NA2880 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.510 50.000 40.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2890 Node: NA2890 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.460 50.000 40.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2900 Node: NA2900 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.100 50.000 40.00 0.250 13.040 0.400 1.950 9.940 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2910 Node: NA2910 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 76 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1.670 80.000 30.00 0.250 13.040 0.400 1.950 0.520 50.000 40.00 0.250 13.040 0.400 1.950 0.230 60.000 40.00 0.250 13.040 0.400 1.950 2.480 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2920 Node: NA2920 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.420 60.000 40.00 0.250 13.040 0.400 1.950 0.410 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A2930 Node: NA2930 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 13.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.860 90.000 90.00 0.250 13.040 0.400 1.950 0.210 90.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2940 Node: NA2940 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.500 80.000 30.00 0.250 13.040 0.400 1.950 0.440 80.000 30.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2950 Node: NA2950 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 80.000 30.00 0.250 13.040 0.400 1.950 0.450 60.000 40.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 77 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A2960 Node: NA2960 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.170 85.000 80.00 0.250 13.040 0.400 1.950 0.760 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2970 Node: NA2970 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.140 15.000 5.00 0.250 13.040 0.400 1.950 0.020 5.000 5.00 0.850 13.040 0.390 2.050 0.660 65.000 55.00 0.250 13.040 0.400 1.950 0.100 65.000 55.00 0.850 13.040 0.390 2.050 0.020 80.000 80.00 0.850 13.040 0.390 2.050 0.670 85.000 80.00 0.250 13.040 0.400 1.950 0.880 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2980 Node: NA2980 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.120 65.000 55.00 0.250 13.040 0.400 1.950 0.130 65.000 55.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A2990 Node: NA2990 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.500 65.000 55.00 0.250 13.040 0.400 1.950 0.080 65.000 55.00 1.300 13.040 0.380 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 78 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A3000 Node: NA3000 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.050 50.000 25.00 0.250 13.040 0.400 1.950 0.040 50.000 25.00 1.300 13.040 0.380 2.050 0.010 65.000 55.00 0.250 13.040 0.400 1.950 0.480 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3020 Node: NA3020 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.220 15.000 10.00 1.300 13.040 0.380 2.050 0.350 50.000 25.00 0.250 13.040 0.400 1.950 1.080 50.000 25.00 0.000 13.040 0.380 2.050 1.420 50.000 25.00 3.130 13.040 0.390 2.050 0.540 65.000 55.00 0.250 13.040 0.400 1.950 0.700 65.000 55.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3030 Node: NA3030 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 16.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.600 15.000 10.00 0.000 13.040 0.380 2.050 12.690 15.000 10.00 1.300 13.040 0.380 2.050 2.060 100.000 100.00 0.000 13.040 0.380 2.050 0.550 50.000 25.00 0.000 13.040 0.380 2.050 0.480 50.000 25.00 1.300 13.040 0.380 2.050 0.050 50.000 25.00 3.130 13.040 0.390 2.050 0.220 65.000 55.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3040 Node: NA3040 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 79 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1.590 15.000 10.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3050 Node: NA3050 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.380 15.000 10.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3060 Node: NA3060 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_99364 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.460 15.000 10.00 1.300 13.040 0.380 2.050 1.150 30.000 15.00 1.300 13.040 0.380 2.050 2.030 40.000 20.00 3.130 13.040 0.390 2.050 4.260 50.000 25.00 1.300 13.040 0.380 2.050 1.630 50.000 25.00 3.130 13.040 0.390 2.050 0.910 40.000 30.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3070 Node: NA3070 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.290 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3080 Node: NA3080 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.130 60.000 40.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 80 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: A3090 Node: NA3090 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.000 60.000 40.00 0.250 13.040 0.400 1.950 0.030 60.000 40.00 0.850 13.040 0.390 2.050 0.090 85.000 80.00 0.250 13.040 0.400 1.950 0.030 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3100 Node: NA3100 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.150 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A3110 Node: NA3110 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.280 85.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A3120 Node: NA3120 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 50.000 25.00 0.250 13.040 0.400 1.950 1.830 65.000 55.00 0.250 13.040 0.400 1.950 0.290 65.000 55.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3130 Node: NA3130 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98891 Storm Duration(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 81 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall Amount(in): 0.000 Time of Conc(min): 17.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 7.090 50.000 25.00 0.250 13.040 0.400 1.950 0.030 50.000 25.00 1.300 13.040 0.380 2.050 6.260 50.000 25.00 3.130 13.040 0.390 2.050 0.210 15.000 5.00 0.250 13.040 0.400 1.950 0.190 65.000 55.00 0.250 13.040 0.400 1.950 0.020 65.000 55.00 1.300 13.040 0.380 2.050 0.080 80.000 65.00 0.250 13.040 0.400 1.950 0.040 80.000 65.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3140 Node: NA3140 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.480 50.000 25.00 0.250 13.040 0.400 1.950 0.550 50.000 25.00 0.000 13.040 0.380 2.050 0.440 50.000 25.00 1.300 13.040 0.380 2.050 0.020 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3150 Node: NA3150 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.500 80.000 30.00 0.850 13.040 0.390 2.050 0.480 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3160 Node: NA3160 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.280 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3170 Node: NA3170 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 82 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 18.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 80.000 20.00 0.250 13.040 0.400 1.950 0.170 80.000 80.00 0.850 13.040 0.390 2.050 0.640 85.000 80.00 0.850 13.040 0.390 2.050 0.090 90.000 80.00 0.850 13.040 0.390 2.050 0.020 90.000 90.00 0.850 13.040 0.390 2.050 2.040 95.000 90.00 0.250 13.040 0.400 1.950 13.210 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3180 Node: NA3180 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.900 90.000 90.00 0.250 13.040 0.400 1.950 0.190 90.000 90.00 0.850 13.040 0.390 2.050 6.240 95.000 90.00 0.250 13.040 0.400 1.950 0.030 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3190 Node: NA3190 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.410 90.000 90.00 0.250 13.040 0.400 1.950 4.300 95.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A3200 Node: NA3200 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 90.000 90.00 0.250 13.040 0.400 1.950 0.020 90.000 90.00 0.850 13.040 0.390 2.050 0.280 95.000 90.00 0.250 13.040 0.400 1.950 0.420 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3210 Node: NA3210 Status: Onsite $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 83 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.060 95.000 90.00 0.250 13.040 0.400 1.950 0.880 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3220 Node: NA3220 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.430 95.000 90.00 0.250 13.040 0.400 1.950 1.190 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3230 Node: NA3230 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.150 25.000 25.00 0.850 13.040 0.390 2.050 0.040 95.000 90.00 0.250 13.040 0.400 1.950 0.130 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3240 Node: NA3240 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.420 25.000 25.00 0.850 13.040 0.390 2.050 0.400 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3250 Node: NA3250 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 84 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.610 25.000 25.00 0.850 13.040 0.390 2.050 0.220 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3260 Node: NA3260 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.170 25.000 25.00 0.850 13.040 0.390 2.050 0.230 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3270 Node: NA3270 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.000 25.000 25.00 0.850 13.040 0.390 2.050 0.160 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3280 Node: NA3280 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.490 25.000 25.00 0.250 13.040 0.400 1.950 4.370 25.000 25.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3290 Node: NA3290 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 14.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 6.150 25.000 25.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 85 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.850 60.000 40.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A3300 Node: NA3300 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.100 85.000 80.00 0.850 13.040 0.390 2.050 1.420 90.000 90.00 0.250 13.040 0.400 1.950 0.690 90.000 90.00 0.850 13.040 0.390 2.050 1.080 95.000 90.00 0.250 13.040 0.400 1.950 1.650 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3310 Node: NA3310 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.070 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3320 Node: NA3320 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.800 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3330 Node: NA3330 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 25.000 15.00 0.250 13.040 0.400 1.950 0.080 25.000 15.00 0.850 13.040 0.390 2.050 0.260 25.000 25.00 0.850 13.040 0.390 2.050 1.920 95.000 90.00 0.850 13.040 0.390 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 86 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A3340 Node: NA3340 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98416 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.630 25.000 25.00 0.250 13.040 0.400 1.950 1.370 25.000 25.00 0.850 13.040 0.390 2.050 0.110 60.000 40.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A3350 Node: NA3350 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.090 80.000 20.00 3.130 13.040 0.390 2.050 0.210 80.000 80.00 0.850 13.040 0.390 2.050 0.130 80.000 80.00 3.130 13.040 0.390 2.050 0.050 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3360 Node: NA3360 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.440 80.000 20.00 0.250 13.040 0.400 1.950 0.390 80.000 20.00 0.850 13.040 0.390 2.050 0.180 80.000 20.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3370 Node: NA3370 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.720 80.000 20.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3380 Node: NA3380 Status: Onsite $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 87 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 26.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.760 80.000 20.00 0.250 13.040 0.400 1.950 0.510 80.000 20.00 0.850 13.040 0.390 2.050 2.110 25.000 25.00 0.250 13.040 0.400 1.950 3.330 25.000 25.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3390 Node: NA3390 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.990 25.000 25.00 0.250 13.040 0.400 1.950 1.640 25.000 25.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3400 Node: NA3400 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.380 80.000 20.00 0.250 13.040 0.400 1.950 0.980 80.000 20.00 0.850 13.040 0.390 2.050 3.850 95.000 90.00 0.250 13.040 0.400 1.950 0.870 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3410 Node: NA3410 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.660 95.000 90.00 0.250 13.040 0.400 1.950 0.280 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3420 Node: NA3420 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 88 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.460 100.000 100.00 0.850 13.040 0.390 2.050 2.940 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3430 Node: NA3430 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.090 25.000 25.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3440 Node: NA3440 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.020 95.000 90.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3450 Node: NA3450 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.920 25.000 15.00 0.250 13.040 0.400 1.950 1.090 25.000 25.00 0.250 13.040 0.400 1.950 0.390 25.000 25.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3460 Node: NA3460 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 89 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 80.000 30.00 0.850 13.040 0.390 2.050 0.420 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3470 Node: NA3470 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 80.000 30.00 0.850 13.040 0.390 2.050 0.950 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3480 Node: NA3480 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.280 80.000 30.00 0.850 13.040 0.390 2.050 0.210 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3490 Node: NA3490 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.360 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3500 Node: NA3500 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.660 80.000 80.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A3510 Node: NA3510 Status: Onsite $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 90 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.430 80.000 20.00 3.130 13.040 0.390 2.050 0.960 80.000 80.00 0.250 13.040 0.400 1.950 3.330 80.000 80.00 0.850 13.040 0.390 2.050 1.010 80.000 80.00 3.130 13.040 0.390 2.050 0.760 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3520 Node: NA3520 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.280 80.000 80.00 0.250 13.040 0.400 1.950 0.090 80.000 80.00 0.850 13.040 0.390 2.050 0.130 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3530 Node: NA3530 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.500 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3540 Node: NA3540 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.280 80.000 80.00 0.850 13.040 0.390 2.050 0.080 85.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3550 Node: NA3550 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 91 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.090 80.000 30.00 0.850 13.040 0.390 2.050 0.040 60.000 40.00 0.250 13.040 0.400 1.950 0.070 80.000 80.00 0.250 13.040 0.400 1.950 0.910 80.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3560 Node: NA3560 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.170 5.000 5.00 0.850 13.040 0.390 2.050 0.080 65.000 55.00 0.850 13.040 0.390 2.050 0.100 80.000 80.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3570 Node: NA3570 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.370 65.000 55.00 0.250 13.040 0.400 1.950 0.360 65.000 55.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3580 Node: NA3580 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.330 65.000 55.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A3590 Node: NA3590 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 92 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.010 65.000 55.00 0.250 13.040 0.400 1.950 0.030 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3600 Node: NA3600 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.230 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3610 Node: NA3610 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.380 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3630 Node: NA3630 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.280 15.000 10.00 1.300 13.040 0.380 2.050 0.020 50.000 25.00 1.300 13.040 0.380 2.050 0.110 65.000 55.00 0.250 13.040 0.400 1.950 0.670 65.000 55.00 0.000 13.040 0.380 2.050 0.410 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3640 Node: NA3640 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 15.000 10.00 1.300 13.040 0.380 2.050 0.120 50.000 25.00 1.300 13.040 0.380 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 93 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A3650 Node: NA3650 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.050 15.000 10.00 1.300 13.040 0.380 2.050 0.380 50.000 25.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3660 Node: NA3660 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 15.000 10.00 1.300 13.040 0.380 2.050 1.530 50.000 25.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3670 Node: NA3670 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.960 50.000 25.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3680 Node: NA3680 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.680 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3690 Node: NA3690 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 94 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.620 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3700 Node: NA3700 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.050 50.000 20.00 1.300 13.040 0.380 2.050 0.260 50.000 25.00 1.300 13.040 0.380 2.050 1.110 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3710 Node: NA3710 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.010 50.000 20.00 1.300 13.040 0.380 2.050 5.150 50.000 25.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3720 Node: NA3720 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.410 5.000 5.00 0.250 13.040 0.400 1.950 2.890 65.000 55.00 0.250 13.040 0.400 1.950 0.040 65.000 55.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3730 Node: NA3730 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 95 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.170 5.000 5.00 0.250 13.040 0.400 1.950 2.680 65.000 55.00 0.250 13.040 0.400 1.950 0.110 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3740 Node: NA3740 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.110 5.000 5.00 0.250 13.040 0.400 1.950 2.090 65.000 55.00 0.250 13.040 0.400 1.950 0.620 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3750 Node: NA3750 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.730 65.000 55.00 0.250 13.040 0.400 1.950 3.210 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3760 Node: NA3760 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 50.000 25.00 0.250 13.040 0.400 1.950 0.400 50.000 25.00 1.300 13.040 0.380 2.050 0.360 5.000 5.00 0.250 13.040 0.400 1.950 0.140 5.000 5.00 1.300 13.040 0.380 2.050 0.040 50.000 50.00 0.250 13.040 0.400 1.950 0.090 65.000 55.00 0.250 13.040 0.400 1.950 0.010 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3770 Node: NA3770 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 96 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 8.900 50.000 25.00 1.300 13.040 0.380 2.050 0.020 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3780 Node: NA3780 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.490 50.000 25.00 1.300 13.040 0.380 2.050 0.110 65.000 55.00 0.250 13.040 0.400 1.950 0.370 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3790 Node: NA3790 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.140 50.000 20.00 1.300 13.040 0.380 2.050 0.010 50.000 25.00 1.300 13.040 0.380 2.050 0.410 65.000 55.00 0.000 13.040 0.380 2.050 2.020 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3800 Node: NA3800 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.760 50.000 25.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3810 Node: NA3810 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 4.170 50.000 20.00 1.300 13.040 0.380 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 97 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.680 50.000 25.00 1.300 13.040 0.380 2.050 0.120 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3820 Node: NA3820 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.040 50.000 20.00 1.300 13.040 0.380 2.050 0.070 65.000 55.00 0.000 13.040 0.380 2.050 1.330 65.000 55.00 1.300 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3830 Node: NA3830 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 8.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 10.920 20.000 10.00 0.250 13.040 0.400 1.950 6.390 20.000 10.00 0.000 13.040 0.850 11.810 ---------------------------------------------------------------------------------------------------- Name: A3840 Node: NA3840 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.340 20.000 10.00 0.250 13.040 0.400 1.950 0.490 50.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A3850 Node: NA3850 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.390 20.000 10.00 0.250 13.040 0.400 1.950 0.350 50.000 25.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 98 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A3860 Node: NA3860 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.160 20.000 10.00 0.250 13.040 0.400 1.950 0.020 80.000 20.00 0.250 13.040 0.400 1.950 0.090 80.000 20.00 0.850 13.040 0.390 2.050 0.130 50.000 25.00 0.250 13.040 0.400 1.950 0.720 50.000 25.00 0.850 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A3880 Node: NA3880 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 12.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.250 100.000 100.00 0.850 13.040 0.390 2.050 4.660 100.000 100.00 0.000 39.370 0.720 0.390 9.500 50.000 25.00 0.250 13.040 0.400 1.950 9.280 50.000 25.00 0.850 13.040 0.390 2.050 0.250 50.000 25.00 0.000 39.370 0.720 0.390 7.650 50.000 25.00 1.580 12.900 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A3920 Node: NA3920 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.040 50.000 25.00 0.250 13.040 0.400 1.950 1.680 50.000 25.00 1.580 12.900 0.400 2.050 ---------------------------------------------------------------------------------------------------- Name: A3930 Node: NA3930 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 12.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.570 20.000 10.00 0.250 13.040 0.400 1.950 6.080 50.000 25.00 0.250 13.040 0.400 1.950 11.740 50.000 25.00 1.580 12.900 0.400 2.050 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 99 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A3940 Node: NA3940 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.120 100.000 100.00 0.250 13.040 0.400 1.950 0.550 100.000 100.00 0.000 13.040 0.850 11.810 0.060 50.000 25.00 0.250 13.040 0.400 1.950 2.420 50.000 50.00 0.250 13.040 0.400 1.950 1.360 50.000 50.00 0.000 13.040 0.850 11.810 ---------------------------------------------------------------------------------------------------- Name: A3950 Node: NA3950 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.030 20.000 10.00 0.250 13.040 0.400 1.950 4.610 50.000 25.00 0.250 13.040 0.400 1.950 0.100 50.000 25.00 0.000 13.040 0.380 2.050 0.040 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A3960 Node: NA3960 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.300 20.000 10.00 0.250 13.040 0.400 1.950 0.340 50.000 25.00 0.250 13.040 0.400 1.950 0.190 50.000 25.00 0.000 13.040 0.380 2.050 1.190 90.000 90.00 0.250 13.040 0.400 1.950 0.560 90.000 90.00 0.000 13.040 0.380 2.050 ---------------------------------------------------------------------------------------------------- Name: A3980 Node: NA3980 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.780 50.000 25.00 0.250 13.040 0.400 1.950 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 100 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: A3990 Node: NA3990 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.430 50.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A4000 Node: NA4000 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.250 50.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A4010 Node: NA4010 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.100 50.000 25.00 0.210 13.040 0.400 2.050 0.520 50.000 25.00 0.250 13.040 0.400 1.950 1.500 50.000 25.00 1.580 12.900 0.400 2.050 0.030 50.000 25.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A4020 Node: NA4020 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.050 50.000 25.00 0.210 13.040 0.400 2.050 0.390 50.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A4030 Node: NA4030 Status: Onsite Group: A Type: SCS Unit Hydrograph GA $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 101 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 9.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.080 50.000 25.00 0.210 13.040 0.400 2.050 0.010 50.000 25.00 0.250 13.040 0.400 1.950 2.740 50.000 25.00 1.580 12.900 0.400 2.050 7.470 50.000 25.00 3.130 13.040 0.390 2.050 0.150 50.000 25.00 5.380 35.010 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A4040 Node: NA4040 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 7.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 3.110 50.000 25.00 0.250 13.040 0.400 1.950 1.520 50.000 25.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A4050 Node: NA4050 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.300 50.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A4060 Node: NA4060 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1.210 50.000 25.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A4070 Node: NA4070 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 102 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.020 50.000 25.00 0.210 13.040 0.400 2.050 1.830 50.000 25.00 0.250 13.040 0.400 1.950 3.210 50.000 25.00 3.130 13.040 0.390 2.050 ---------------------------------------------------------------------------------------------------- Name: A4080 Node: NA4080 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.120 20.000 10.00 0.250 13.040 0.400 1.950 4.330 50.000 25.00 0.250 13.040 0.400 1.950 1.480 50.000 25.00 1.580 12.900 0.400 2.050 0.270 90.000 90.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A4090 Node: NA4090 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 6.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 0.780 50.000 25.00 0.250 13.040 0.400 1.950 0.460 50.000 50.00 0.250 13.040 0.400 1.950 ---------------------------------------------------------------------------------------------------- Name: A4100 Node: NA4100 Status: Onsite Group: A Type: SCS Unit Hydrograph GA Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Pixel_98890 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 9999.000 Area(ac) Impervious(%) DCIA(%) Cutoff(ft) ************** Eff Por(dec) Suctn Hd(in) --------------- --------------- --------------- --------------- --------------- --------------- --------------- 2.450 50.000 25.00 0.250 13.040 0.400 1.950 9.060 50.000 25.00 1.300 13.040 0.380 2.050 ========================================================================================== ==== Nodes =============================================================================== ========================================================================================== Name: NA0010 Base Flow(cfs): 0.000 Init Stage(ft): 4.250 Group: A Warn Stage(ft): 27.400 Type: Stage/Area Stage(ft) Area(ac) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 103 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- 1.100 0.0100 4.000 0.0100 4.100 72.7300 4.200 72.9200 4.300 73.1300 4.400 73.3600 4.500 73.5900 4.600 73.8200 4.700 74.0700 4.800 74.2900 4.900 74.5600 5.000 74.8300 5.100 75.1400 5.200 75.4900 5.300 75.8400 5.400 76.2800 5.500 76.7500 5.600 77.3200 5.700 77.9400 5.800 78.6000 5.900 79.3400 6.000 80.1200 6.100 80.9900 6.200 81.9400 6.300 82.9600 6.400 84.0600 6.500 85.2500 6.600 86.4900 6.700 87.8600 6.800 89.3400 6.900 90.9100 7.000 93.4700 7.100 95.2800 7.200 97.1300 7.300 99.0500 7.400 100.9500 7.500 102.8200 7.600 104.6600 7.700 106.5500 7.800 108.3600 7.900 110.1800 8.000 112.1000 8.100 113.9000 8.200 115.6600 8.300 117.3500 8.400 118.8900 8.500 120.3200 8.600 121.6600 8.700 122.9000 8.800 124.1000 8.900 125.2300 9.000 126.3300 9.100 126.3300 9.300 128.0600 9.400 128.8400 9.500 129.5900 9.600 130.3300 9.700 131.1100 9.800 131.9100 9.900 132.6000 10.000 133.2300 10.100 133.8300 10.200 134.3800 10.300 134.8600 10.400 135.2900 10.500 135.6900 10.600 136.0800 10.700 136.4800 10.800 136.8600 10.900 137.2500 11.000 137.6300 11.100 138.0400 11.200 138.4300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 104 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 11.300 138.8400 11.400 139.2500 11.500 139.6600 11.600 140.0700 11.700 140.5000 11.800 140.9300 11.900 141.3900 12.000 141.8300 12.100 142.2300 12.200 142.6300 12.300 143.0200 12.400 143.4000 12.500 143.7900 12.600 144.1500 12.700 144.5300 12.800 144.9200 12.900 145.2900 13.000 145.6300 13.100 145.9900 13.200 146.3300 13.300 146.7100 13.400 147.1200 13.500 147.5300 13.600 147.9200 13.700 148.3300 13.800 148.6900 13.900 149.0600 14.000 149.4100 14.100 149.7500 14.200 150.0900 14.300 150.4400 14.400 150.7900 14.500 151.1700 14.600 151.5400 14.700 151.9100 14.800 152.3000 14.900 152.6400 15.000 152.9700 15.100 153.3100 15.200 153.6300 15.300 153.9400 15.400 154.2300 15.500 154.5100 15.600 154.7800 15.700 155.0200 15.800 155.2600 15.900 155.5300 16.000 155.8000 16.100 156.0500 16.200 156.2600 16.300 156.4900 16.400 156.7000 16.500 156.9000 16.600 157.1200 16.700 157.3500 16.800 157.5900 16.900 157.8200 17.000 158.0600 17.100 158.2900 17.200 158.4900 17.300 158.6900 17.400 158.8700 17.500 159.0500 17.600 159.2100 17.700 159.3600 17.800 159.5000 17.900 159.6500 18.000 159.7900 18.100 159.9300 18.200 160.0500 18.300 160.1800 18.400 160.2800 18.500 160.3700 18.600 160.4500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 105 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.700 160.5200 18.800 160.5900 18.900 160.6500 19.000 160.7000 19.100 160.7400 19.200 160.7900 19.300 160.8300 19.400 160.8600 19.500 160.9000 19.600 160.9300 19.700 160.9600 19.800 160.9900 19.900 161.0200 20.000 161.0600 20.100 161.0900 20.200 161.1200 20.300 161.1600 20.400 161.1900 20.500 161.2300 20.600 161.2800 20.700 161.3200 20.800 161.3500 20.900 161.4000 21.000 161.4300 21.100 161.4700 21.200 161.4900 21.300 161.5100 21.400 161.5400 21.500 161.5600 21.600 161.5800 21.700 161.6000 21.800 161.6300 21.900 161.6500 22.000 161.6700 22.100 161.7000 22.200 161.7300 22.300 161.7600 22.400 161.7900 22.500 161.8300 22.600 161.8600 22.700 161.9000 22.800 161.9500 22.900 162.0100 23.000 162.0600 23.100 162.1000 23.200 162.1300 23.300 162.1600 23.400 162.1800 23.500 162.2000 23.600 162.2200 23.700 162.2500 23.800 162.2800 23.900 162.3000 24.000 162.3000 24.100 162.3100 24.200 162.3100 24.300 162.3200 27.400 162.3200 ------------------------------------------------------------------------------------------ Name: NA0020 Base Flow(cfs): 0.000 Init Stage(ft): 4.250 Group: A Warn Stage(ft): 42.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 1.540 0.0100 9.600 0.0100 9.700 0.0100 10.200 0.0100 10.300 0.0100 10.800 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 106 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 10.900 0.0200 11.000 0.0200 11.100 0.0300 11.200 0.0300 11.300 0.0400 11.500 0.0400 11.600 0.0500 11.700 0.0500 11.800 0.0600 11.900 0.0700 12.000 0.0800 12.100 0.0800 12.200 0.0900 12.300 0.1100 12.400 0.1100 12.500 0.1200 12.600 0.1300 12.700 0.1400 12.800 0.1600 12.900 0.1700 13.000 0.1800 13.100 0.2100 13.200 0.2200 13.300 0.2400 13.400 0.2600 13.500 0.2800 13.600 0.3100 13.700 0.3500 13.800 0.4000 13.900 0.4700 14.000 0.5600 14.100 0.6600 14.200 0.7500 14.300 0.8400 14.400 0.9400 14.500 1.0400 14.600 1.1400 14.700 1.2600 14.800 1.3700 14.900 1.4900 15.000 1.6400 15.100 1.8100 15.200 2.0300 15.300 2.2600 15.400 2.5500 15.500 2.8400 15.600 3.0400 15.700 3.1700 15.800 3.3000 15.900 3.4100 16.000 3.4800 16.100 3.5600 16.200 3.6200 16.300 3.6700 16.400 3.7200 16.500 3.7600 16.600 3.8100 16.700 3.8400 16.800 3.8900 16.900 3.9300 17.000 3.9600 17.100 4.0100 17.200 4.0700 17.300 4.1400 17.400 4.1800 17.500 4.2300 17.600 4.2800 17.700 4.3200 17.800 4.3600 17.900 4.4000 18.000 4.4500 18.100 4.5100 18.200 4.5600 18.300 4.6200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 107 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.400 4.6700 18.500 4.7200 18.600 4.7700 18.700 4.8200 18.800 4.8800 18.900 4.9300 19.000 4.9800 19.100 5.0100 19.200 5.0500 19.300 5.0800 19.400 5.1200 19.500 5.1600 19.600 5.1900 19.700 5.2200 19.800 5.2600 19.900 5.2900 20.000 5.3200 20.100 5.3400 20.200 5.3700 20.300 5.4300 20.400 5.4900 20.500 5.5500 20.600 5.6100 20.700 5.6800 20.800 5.7500 20.900 5.8100 21.000 5.8600 21.100 5.9300 21.200 5.9800 21.300 6.0400 21.400 6.0900 21.500 6.1400 21.600 6.2100 21.700 6.3000 21.800 6.3900 21.900 6.4700 22.000 6.5000 22.100 6.5300 22.200 6.5600 22.300 6.5900 22.400 6.6200 22.500 6.6500 22.600 6.6800 22.700 6.7100 22.800 6.7300 22.900 6.7600 23.000 6.7900 23.100 6.8100 23.200 6.8400 23.300 6.8700 23.400 6.9000 23.500 6.9300 23.600 6.9700 23.700 7.0000 23.800 7.0300 23.900 7.0500 24.000 7.0800 24.100 7.1000 24.200 7.1300 24.300 7.1500 24.400 7.1700 24.500 7.1900 24.600 7.2200 24.700 7.2500 24.800 7.2800 24.900 7.3200 25.000 7.3700 25.100 7.4300 25.200 7.4600 25.300 7.4900 25.400 7.5100 25.500 7.5300 25.600 7.5500 25.700 7.5700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 108 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.800 7.5900 25.900 7.6000 26.000 7.6100 26.100 7.6300 26.200 7.6500 26.300 7.6600 26.400 7.6800 26.500 7.7000 26.600 7.7100 26.700 7.7300 26.800 7.7500 26.900 7.7800 27.000 7.8100 27.100 7.8300 27.200 7.8700 27.300 7.9000 27.400 7.9200 27.500 7.9400 27.600 7.9600 27.700 7.9700 27.800 7.9900 27.900 8.0100 28.000 8.0200 28.100 8.0400 28.200 8.0500 28.300 8.0700 28.400 8.0800 28.500 8.0900 28.600 8.1100 28.700 8.1500 28.800 8.1600 28.900 8.1700 29.000 8.2000 29.100 8.2400 29.200 8.2600 29.300 8.2800 29.400 8.2900 29.500 8.3100 29.600 8.3200 29.700 8.3300 29.800 8.3400 29.900 8.3600 30.000 8.3700 30.100 8.3800 30.200 8.3900 30.300 8.4100 30.400 8.4100 30.500 8.4200 30.600 8.4300 30.700 8.4500 30.800 8.4600 30.900 8.4700 31.000 8.4800 31.100 8.4900 31.200 8.5000 31.300 8.5100 31.400 8.5300 31.500 8.5300 31.600 8.5400 31.700 8.5600 31.800 8.5800 31.900 8.5900 32.000 8.6100 32.100 8.6300 32.200 8.6400 32.300 8.6600 32.400 8.6700 32.500 8.6900 32.600 8.7100 32.700 8.7300 32.800 8.7500 32.900 8.7600 33.000 8.7800 33.100 8.8000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 109 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.200 8.8300 33.300 8.8600 33.400 8.8800 33.500 8.9000 33.600 8.9200 33.700 8.9400 33.800 8.9500 33.900 8.9700 34.000 8.9900 34.100 9.0000 34.200 9.0300 34.300 9.0500 34.400 9.0800 34.500 9.1100 34.600 9.1300 34.700 9.1600 34.800 9.1900 34.900 9.2100 35.000 9.2300 35.100 9.2500 35.200 9.2800 35.300 9.3000 35.400 9.3300 35.500 9.3500 35.600 9.3600 35.700 9.3700 35.800 9.3800 35.900 9.4000 36.000 9.4100 36.100 9.4200 36.200 9.4300 36.300 9.4500 36.400 9.4600 36.500 9.4800 36.600 9.4900 36.700 9.5000 36.800 9.5100 36.900 9.5300 37.000 9.5400 37.100 9.5600 37.200 9.5700 37.300 9.5900 37.400 9.6000 37.500 9.6100 37.600 9.6200 37.700 9.6300 37.800 9.6400 37.900 9.6600 38.000 9.6700 38.100 9.6900 38.200 9.6900 38.300 9.7100 38.400 9.7200 38.500 9.7300 38.600 9.7500 38.700 9.7600 38.800 9.7900 38.900 9.8100 39.000 9.8300 39.100 9.8400 39.200 9.8600 39.300 9.8700 39.400 9.8800 39.500 9.9000 39.600 9.9100 39.700 9.9200 42.800 9.9200 ------------------------------------------------------------------------------------------ Name: NA0030 Base Flow(cfs): 0.000 Init Stage(ft): 4.250 Group: A Warn Stage(ft): 42.800 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 110 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 0.040 0.0100 12.800 0.0100 12.900 0.0100 14.100 0.0100 14.200 0.0100 14.300 0.0100 14.400 0.0200 14.500 0.0300 14.600 0.0300 14.700 0.0400 14.800 0.0600 14.900 0.0600 15.000 0.0700 15.100 0.0800 15.200 0.0900 15.300 0.1000 15.400 0.1000 15.500 0.1100 15.600 0.1100 15.700 0.1200 15.900 0.1200 16.000 0.1300 16.200 0.1300 16.300 0.1400 16.600 0.1400 16.700 0.1500 17.000 0.1500 17.100 0.1600 17.500 0.1600 17.600 0.1700 17.900 0.1700 18.000 0.1800 18.400 0.1800 18.500 0.1900 18.900 0.1900 19.000 0.2000 19.400 0.2000 19.500 0.2100 20.000 0.2100 20.100 0.2200 20.500 0.2200 20.600 0.2300 21.100 0.2300 21.200 0.2400 21.700 0.2400 21.800 0.2500 22.200 0.2500 22.300 0.2600 22.700 0.2600 22.800 0.2700 23.100 0.2700 23.200 0.2800 23.400 0.2800 23.500 0.2900 23.600 0.2900 23.700 0.3000 23.900 0.3000 24.000 0.3100 24.300 0.3100 24.400 0.3200 24.700 0.3200 24.800 0.3300 24.900 0.3300 25.000 0.3400 25.200 0.3400 25.300 0.3500 25.400 0.3600 25.500 0.3700 25.600 0.3700 25.700 0.3800 25.800 0.3900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 111 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.900 0.3900 26.000 0.4000 26.400 0.4000 26.500 0.4100 26.700 0.4100 26.800 0.4200 27.500 0.4200 27.600 0.4300 28.100 0.4300 28.200 0.4400 28.500 0.4400 28.600 0.4500 28.800 0.4500 28.900 0.4600 29.100 0.4600 29.200 0.4700 29.400 0.4700 29.500 0.4800 29.600 0.4800 29.700 0.4900 29.900 0.4900 30.000 0.5000 30.200 0.5000 30.300 0.5100 30.400 0.5100 30.500 0.5200 30.600 0.5200 30.700 0.5300 30.800 0.5300 30.900 0.5400 31.000 0.5400 31.100 0.5500 31.200 0.5600 31.400 0.5600 31.500 0.5700 31.600 0.5700 31.700 0.5800 32.000 0.5800 32.100 0.5900 32.300 0.5900 32.400 0.6000 32.700 0.6000 32.800 0.6100 33.000 0.6100 33.100 0.6200 33.300 0.6200 33.400 0.6300 33.600 0.6300 33.700 0.6400 33.800 0.6500 33.900 0.6600 34.000 0.6700 34.100 0.6900 34.200 0.7100 34.300 0.7300 34.400 0.7500 34.500 0.7700 34.600 0.7800 34.700 0.7900 34.800 0.8000 34.900 0.8200 35.000 0.8300 35.100 0.8400 35.200 0.8400 35.300 0.8600 35.400 0.8700 35.500 0.8800 35.600 0.8800 35.700 0.8900 35.800 0.9000 35.900 0.9000 36.000 0.9100 36.100 0.9100 36.200 0.9200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 112 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 36.400 0.9200 36.500 0.9300 36.700 0.9300 36.800 0.9400 36.900 0.9400 37.000 0.9500 37.100 0.9600 37.200 0.9600 37.300 0.9700 37.400 0.9700 37.500 0.9800 37.600 0.9800 37.700 0.9900 37.800 0.9900 37.900 1.0000 38.000 1.0100 38.100 1.0200 38.200 1.0300 38.300 1.0600 38.400 1.0900 38.500 1.1100 38.600 1.1300 38.700 1.1600 38.800 1.1800 38.900 1.2000 39.000 1.2100 39.100 1.2200 39.200 1.2200 39.300 1.2300 39.400 1.2400 39.500 1.2500 39.600 1.2600 39.700 1.2700 39.800 1.2800 39.900 1.2900 40.000 1.3000 40.100 1.3100 40.200 1.3200 40.300 1.3400 40.400 1.3500 40.500 1.3600 40.600 1.3800 40.700 1.4100 40.800 1.4200 40.900 1.4400 41.000 1.4800 41.100 1.5200 41.200 1.5800 41.300 1.6300 41.400 1.6700 41.500 1.7000 41.600 1.7200 41.700 1.7400 41.800 1.7600 41.900 1.7800 42.000 1.7900 42.100 1.8100 42.200 1.8200 42.300 1.8300 42.400 1.8400 42.500 1.8500 42.600 1.8600 42.800 1.8600 ------------------------------------------------------------------------------------------ Name: NA0040 Base Flow(cfs): 0.000 Init Stage(ft): 4.250 Group: A Warn Stage(ft): 29.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- -0.160 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 113 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.500 0.0100 18.600 0.0100 19.600 0.0100 19.700 0.0100 20.200 0.0100 20.300 0.0200 20.400 0.0200 20.500 0.0300 20.600 0.0400 20.700 0.0600 20.800 0.0700 20.900 0.0800 21.000 0.0900 21.100 0.1000 21.200 0.1100 21.300 0.1200 21.400 0.1300 21.500 0.1400 21.600 0.1400 21.700 0.1500 21.800 0.1700 21.900 0.1700 22.000 0.1800 22.100 0.1900 22.200 0.2000 22.300 0.2100 22.400 0.2200 22.500 0.2300 22.600 0.2400 22.700 0.2500 22.800 0.2700 22.900 0.2800 23.000 0.2900 23.100 0.3000 23.200 0.3200 23.300 0.3300 23.400 0.3500 23.500 0.3700 23.600 0.3800 23.700 0.3900 23.800 0.4100 23.900 0.4200 24.000 0.4300 24.100 0.4500 24.200 0.4600 24.300 0.4700 24.400 0.4800 24.500 0.4900 24.600 0.5000 24.700 0.5100 24.800 0.5200 24.900 0.5300 25.000 0.5400 25.100 0.5500 25.200 0.5600 25.300 0.5700 25.400 0.5800 25.500 0.6000 25.600 0.6200 25.700 0.6300 25.800 0.6500 25.900 0.6800 26.000 0.6900 26.100 0.7100 26.200 0.7300 26.300 0.7400 26.400 0.7600 26.500 0.7700 26.600 0.7900 26.700 0.8000 26.800 0.8200 26.900 0.8300 27.000 0.8400 27.100 0.8500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 114 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 29.500 0.8500 ------------------------------------------------------------------------------------------ Name: NA0050 Base Flow(cfs): 0.000 Init Stage(ft): 4.250 Group: A Warn Stage(ft): 41.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 2.040 0.0100 14.500 0.0100 14.600 0.0100 15.500 0.0100 15.600 0.0100 15.700 0.0100 15.800 0.0200 15.900 0.0300 16.000 0.0400 16.100 0.0600 16.200 0.1000 16.300 0.1500 16.400 0.1900 16.500 0.2200 16.600 0.2500 16.700 0.2900 16.800 0.3100 16.900 0.3400 17.000 0.3800 17.100 0.4100 17.200 0.4500 17.300 0.4900 17.400 0.5400 17.500 0.6000 17.600 0.6500 17.700 0.7000 17.800 0.7300 17.900 0.7800 18.000 0.8300 18.100 0.8700 18.200 0.9200 18.300 0.9500 18.400 0.9800 18.500 1.0200 18.600 1.0500 18.700 1.0800 18.800 1.1100 18.900 1.1500 19.000 1.2000 19.100 1.2300 19.200 1.2800 19.300 1.3200 19.400 1.3700 19.500 1.4100 19.600 1.4600 19.700 1.5000 19.800 1.5500 19.900 1.6000 20.000 1.6400 20.100 1.7000 20.200 1.7600 20.300 1.8100 20.400 1.8700 20.500 1.9200 20.600 1.9600 20.700 2.0100 20.800 2.0600 20.900 2.1100 21.000 2.1500 21.100 2.2000 21.200 2.2500 21.300 2.3000 21.400 2.3400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 115 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 21.500 2.3700 21.600 2.4000 21.700 2.4400 21.800 2.4800 21.900 2.5200 22.000 2.5500 22.100 2.5900 22.200 2.6300 22.300 2.6700 22.400 2.7100 22.500 2.7500 22.600 2.8000 22.700 2.8400 22.800 2.8800 22.900 2.9300 23.000 2.9900 23.100 3.0300 23.200 3.0800 23.300 3.1300 23.400 3.1700 23.500 3.2200 23.600 3.2600 23.700 3.3000 23.800 3.3400 23.900 3.3800 24.000 3.4200 24.100 3.4700 24.200 3.5000 24.300 3.5400 24.400 3.5700 24.500 3.6100 24.600 3.6600 24.700 3.7100 24.800 3.7600 24.900 3.8200 25.000 3.8800 25.100 3.9400 25.200 3.9800 25.300 4.0300 25.400 4.0800 25.500 4.1100 25.600 4.1600 25.700 4.2000 25.800 4.2400 25.900 4.2900 26.000 4.3400 26.100 4.3900 26.200 4.4300 26.300 4.4600 26.400 4.5000 26.500 4.5500 26.600 4.5800 26.700 4.6300 26.800 4.6600 26.900 4.7100 27.000 4.7500 27.100 4.8000 27.200 4.8500 27.300 4.9100 27.400 4.9800 27.500 5.0500 27.600 5.1200 27.700 5.1600 27.800 5.2200 27.900 5.2700 28.000 5.3200 28.100 5.3800 28.200 5.4300 28.300 5.5000 28.400 5.5700 28.500 5.6600 28.600 5.7500 28.700 5.8200 28.800 5.9000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 116 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.900 5.9700 29.000 6.0400 29.100 6.1000 29.200 6.1700 29.300 6.2300 29.400 6.2900 29.500 6.3300 29.600 6.3700 29.700 6.4100 29.800 6.4500 29.900 6.4900 30.000 6.5300 30.100 6.5600 30.200 6.5900 30.300 6.6400 30.400 6.6800 30.500 6.7400 30.600 6.7800 30.700 6.8400 30.800 6.8900 30.900 6.9400 31.000 6.9800 31.100 7.0400 31.200 7.0900 31.300 7.1400 31.400 7.1900 31.500 7.2300 31.600 7.2700 31.700 7.3100 31.800 7.3300 31.900 7.3700 32.000 7.4000 32.100 7.4400 32.200 7.4700 32.300 7.5100 32.400 7.5400 32.500 7.5700 32.600 7.6100 32.700 7.6400 32.800 7.6700 32.900 7.7200 33.000 7.7500 33.100 7.7900 33.200 7.8300 33.300 7.8900 33.400 7.9500 33.500 8.0000 33.600 8.0500 33.700 8.1000 33.800 8.1500 33.900 8.2000 34.000 8.2500 34.100 8.3000 34.200 8.3400 34.300 8.3800 34.400 8.4300 34.500 8.4800 34.600 8.5300 34.700 8.5800 34.800 8.6200 34.900 8.6700 35.000 8.7200 35.100 8.7600 35.200 8.8200 35.300 8.9000 35.400 8.9600 35.500 9.0200 35.600 9.0700 35.700 9.1200 35.800 9.1800 35.900 9.2200 36.000 9.2800 36.100 9.3300 36.200 9.3900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 117 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 36.300 9.4500 36.400 9.5200 36.500 9.6100 36.600 9.7200 36.700 9.8300 36.800 9.9500 36.900 10.0900 37.000 10.1900 37.100 10.2900 37.200 10.3800 37.300 10.4600 37.400 10.5500 37.500 10.6200 37.600 10.6900 37.700 10.7700 37.800 10.9100 37.900 11.0600 38.000 11.1600 38.100 11.2700 38.200 11.4200 38.300 11.5800 38.400 11.7400 38.500 11.9200 38.600 12.1600 38.700 12.3700 38.800 12.5300 38.900 12.7100 39.000 12.8600 39.100 13.0000 39.200 13.1400 39.300 13.2400 39.400 13.3400 39.500 13.4700 39.600 13.5700 39.700 13.6500 39.800 13.7100 39.900 13.7600 40.000 13.8000 40.100 13.8600 40.200 13.9300 40.300 13.9900 40.400 14.0300 40.500 14.0600 40.600 14.1000 40.700 14.1100 41.600 14.1100 ------------------------------------------------------------------------------------------ Name: NA0060 Base Flow(cfs): 0.000 Init Stage(ft): 4.250 Group: A Warn Stage(ft): 27.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 2.440 0.0100 7.000 0.0100 7.100 0.0100 10.700 0.0100 10.800 0.0100 12.800 0.0100 12.900 0.0200 14.000 0.0200 14.100 0.0300 14.900 0.0300 15.000 0.0400 15.600 0.0400 15.700 0.0500 16.100 0.0500 16.200 0.0600 16.300 0.0700 16.400 0.1000 16.500 0.1300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 118 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 16.600 0.1700 16.700 0.2100 16.800 0.2400 16.900 0.2800 17.000 0.3300 17.100 0.3700 17.200 0.4300 17.300 0.4800 17.400 0.5200 17.500 0.5600 17.600 0.5900 17.700 0.6300 17.800 0.6700 17.900 0.7000 18.000 0.7300 18.100 0.7600 18.200 0.7900 18.300 0.8200 18.400 0.8600 18.500 0.8900 18.600 0.9300 18.700 0.9700 18.800 1.0000 18.900 1.0500 19.000 1.1000 19.100 1.1400 19.200 1.1900 19.300 1.2300 19.400 1.2800 19.500 1.3100 19.600 1.3400 19.700 1.3800 19.800 1.4100 19.900 1.4600 20.000 1.5000 20.100 1.5300 20.200 1.5800 20.300 1.6200 20.400 1.6500 20.500 1.7000 20.600 1.7400 20.700 1.7900 20.800 1.8300 20.900 1.8700 21.000 1.9000 21.100 1.9300 21.200 1.9700 21.300 1.9900 21.400 2.0300 21.500 2.0600 21.600 2.1000 21.700 2.1300 21.800 2.1700 21.900 2.2000 22.000 2.2300 22.100 2.2700 22.200 2.3000 22.300 2.3300 22.400 2.3500 22.500 2.3800 22.600 2.4100 22.700 2.4400 22.800 2.4600 22.900 2.4900 23.000 2.5200 23.100 2.5500 23.200 2.5800 23.300 2.6000 23.400 2.6200 23.500 2.6400 23.600 2.6600 23.700 2.6800 23.800 2.6900 23.900 2.7200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 119 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.000 2.7400 24.100 2.7600 24.200 2.7800 24.300 2.7900 24.400 2.8100 24.500 2.8200 24.600 2.8400 24.700 2.8500 24.800 2.8600 24.900 2.8800 25.000 2.8900 25.100 2.9000 25.200 2.9100 25.300 2.9200 25.400 2.9300 25.500 2.9400 25.600 2.9500 25.700 2.9600 25.800 2.9700 25.900 2.9800 26.000 2.9900 27.900 2.9900 ------------------------------------------------------------------------------------------ Name: NA0070 Base Flow(cfs): 0.000 Init Stage(ft): 4.510 Group: A Warn Stage(ft): 39.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 4.250 0.0100 5.100 0.0100 5.200 0.0100 6.400 0.0100 6.500 0.0100 10.800 0.0100 10.900 0.0200 16.000 0.0200 16.100 0.0300 17.100 0.0300 17.200 0.0400 17.600 0.0400 17.700 0.0500 19.900 0.0500 20.000 0.0600 20.900 0.0600 21.000 0.0700 21.300 0.0700 21.400 0.0800 21.800 0.0800 21.900 0.0900 22.100 0.0900 22.200 0.1000 22.300 0.1100 22.400 0.1100 22.500 0.1200 22.600 0.1200 22.700 0.1300 22.800 0.1400 22.900 0.1500 23.000 0.1600 23.100 0.1700 23.200 0.1800 23.300 0.2000 23.400 0.2100 23.500 0.2300 23.600 0.2500 23.700 0.2800 23.800 0.3100 23.900 0.3400 24.000 0.3700 24.100 0.4000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 120 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.200 0.4300 24.300 0.4700 24.400 0.5000 24.500 0.5400 24.600 0.5800 24.700 0.6200 24.800 0.6700 24.900 0.7100 25.000 0.7600 25.100 0.8000 25.200 0.8500 25.300 0.9000 25.400 0.9500 25.500 1.0100 25.600 1.0600 25.700 1.1300 25.800 1.1900 25.900 1.2500 26.000 1.3000 26.100 1.3700 26.200 1.4300 26.300 1.4700 26.400 1.5200 26.500 1.5800 26.600 1.6400 26.700 1.6900 26.800 1.7500 26.900 1.8100 27.000 1.8700 27.100 1.9300 27.200 1.9900 27.300 2.0700 27.400 2.1300 27.500 2.1900 27.600 2.2600 27.700 2.3100 27.800 2.3600 27.900 2.4100 28.000 2.4500 28.100 2.5000 28.200 2.5400 28.300 2.5900 28.400 2.6300 28.500 2.6800 28.600 2.7200 28.700 2.7600 28.800 2.8000 28.900 2.8400 29.000 2.8700 29.100 2.9000 29.200 2.9300 29.300 2.9700 29.400 3.0000 29.500 3.0300 29.600 3.0500 29.700 3.0700 29.800 3.0800 29.900 3.0900 30.000 3.1000 30.100 3.1100 30.200 3.1200 30.300 3.1300 30.400 3.1400 30.500 3.1500 30.600 3.1500 30.700 3.1600 30.800 3.1700 30.900 3.1700 31.000 3.1800 31.100 3.1800 31.200 3.1900 31.300 3.2000 31.400 3.2000 31.500 3.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 121 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 31.600 3.2100 31.700 3.2200 31.800 3.2300 31.900 3.2400 32.000 3.2500 32.100 3.2500 32.200 3.2600 32.300 3.2700 32.400 3.2800 32.500 3.2900 32.600 3.2900 32.700 3.3000 32.800 3.3100 32.900 3.3100 33.000 3.3200 33.100 3.3300 33.200 3.3400 33.300 3.3400 33.400 3.3500 33.500 3.3600 33.600 3.3700 33.700 3.3800 33.800 3.3800 33.900 3.3900 34.000 3.4000 34.100 3.4200 34.200 3.4200 34.300 3.4400 34.400 3.4400 34.500 3.4500 34.600 3.4600 34.700 3.4700 34.800 3.4800 34.900 3.4800 35.000 3.4900 35.100 3.5000 35.200 3.5100 35.300 3.5300 35.400 3.5600 35.500 3.5700 35.600 3.5900 35.700 3.6000 35.800 3.6100 35.900 3.6200 36.000 3.6300 36.100 3.6300 36.200 3.6400 36.300 3.6500 36.400 3.6600 36.500 3.6600 36.600 3.6700 36.700 3.6800 36.800 3.6900 36.900 3.7000 37.000 3.7000 37.100 3.7100 37.200 3.7100 37.300 3.7200 37.400 3.7200 37.500 3.7300 39.200 3.7300 ------------------------------------------------------------------------------------------ Name: NA0080 Base Flow(cfs): 0.000 Init Stage(ft): 7.630 Group: A Warn Stage(ft): 47.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 7.500 11.5400 7.900 11.5400 8.000 11.6100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 122 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 8.100 11.6900 8.200 11.7700 8.300 11.8400 8.400 11.9100 8.500 11.9900 8.600 12.0700 8.700 12.1700 8.800 12.2800 8.900 12.4100 9.000 12.5800 9.100 12.7400 9.200 12.9100 9.300 13.2500 9.400 13.7900 9.500 14.3400 9.600 14.8800 9.700 15.3100 9.800 15.7400 9.900 16.1700 10.000 16.5600 10.100 16.9600 10.200 17.3300 10.300 17.7100 10.400 18.0800 10.500 18.4700 10.600 18.8500 10.700 19.2000 10.800 19.5600 10.900 19.9400 11.000 20.3200 11.100 20.6600 11.200 21.0100 11.300 21.3700 11.400 21.7300 11.500 22.1000 11.600 22.4900 11.700 22.9100 11.800 23.2800 11.900 23.6800 12.000 24.0700 12.100 24.4700 12.200 24.9000 12.300 25.3200 12.400 25.6900 12.500 26.0800 12.600 26.4900 12.700 26.9100 12.800 27.3200 12.900 27.7200 13.000 28.1300 13.100 28.5600 13.200 28.9700 13.300 29.3400 13.400 29.7200 13.500 30.1000 13.600 30.4300 13.700 30.7700 13.800 31.0900 13.900 31.4400 14.000 31.7900 14.100 32.1700 14.200 32.6100 14.300 33.0100 14.400 33.4400 14.500 33.8600 14.600 34.2900 14.700 34.6900 14.800 35.0600 14.900 35.4400 15.000 35.8200 15.100 36.1500 15.200 36.4900 15.300 36.8100 15.400 37.1400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 123 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 15.500 37.4300 15.600 37.7100 15.700 38.0000 15.800 38.2500 15.900 38.5100 16.000 38.7700 16.100 39.0500 16.200 39.3100 16.300 39.5900 16.400 39.8400 16.500 40.1000 16.600 40.3400 16.700 40.6100 16.800 40.8600 16.900 41.1600 17.000 41.4700 17.100 41.7400 17.200 42.0100 17.300 42.2700 17.400 42.5500 17.500 42.8300 17.600 43.0900 17.700 43.2900 17.800 43.4900 17.900 43.6900 18.000 43.9000 18.100 44.1000 18.200 44.3000 18.300 44.4800 18.400 44.6700 18.500 44.8600 18.600 45.0300 18.700 45.2100 18.800 45.3900 18.900 45.5600 19.000 45.7400 19.100 45.9300 19.200 46.1200 19.300 46.3000 19.400 46.4900 19.500 46.6800 19.600 46.8900 19.700 47.1000 19.800 47.3000 19.900 47.5100 20.000 47.7000 20.100 47.9100 20.200 48.1100 20.300 48.3400 20.400 48.5500 20.500 48.7800 20.600 49.0000 20.700 49.2400 20.800 49.4800 20.900 49.7400 21.000 50.0300 21.100 50.2800 21.200 50.5300 21.300 50.7400 21.400 50.9600 21.500 51.1400 21.600 51.3400 21.700 51.5300 21.800 51.7400 21.900 51.9400 22.000 52.1200 22.100 52.3200 22.200 52.5100 22.300 52.7000 22.400 52.9000 22.500 53.0700 22.600 53.2400 22.700 53.4100 22.800 53.5900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 124 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.900 53.7600 23.000 53.9000 23.100 54.0600 23.200 54.2200 23.300 54.3700 23.400 54.5300 23.500 54.6800 23.600 54.8500 23.700 55.0100 23.800 55.1700 23.900 55.3200 24.000 55.4700 24.100 55.6300 24.200 55.7600 24.300 55.9100 24.400 56.0400 24.500 56.1700 24.600 56.2900 24.700 56.4300 24.800 56.5600 24.900 56.7100 25.000 56.8400 25.100 56.9700 25.200 57.1000 25.300 57.2200 25.400 57.3400 25.500 57.4400 25.600 57.5700 25.700 57.6900 25.800 57.8000 25.900 57.9300 26.000 58.0500 26.100 58.1600 26.200 58.2700 26.300 58.3700 26.400 58.4900 26.500 58.6100 26.600 58.7200 26.700 58.8400 26.800 58.9600 26.900 59.1000 27.000 59.2300 27.100 59.3600 27.200 59.4600 27.300 59.5700 27.400 59.6700 27.500 59.7700 27.600 59.8800 27.700 60.0000 27.800 60.1200 27.900 60.2300 28.000 60.3500 28.100 60.4800 28.200 60.6000 28.300 60.7200 28.400 60.8300 28.500 60.9300 28.600 61.0400 28.700 61.1500 28.800 61.2300 28.900 61.3100 29.000 61.4000 29.100 61.4700 29.200 61.5400 29.300 61.6100 29.400 61.6800 29.500 61.7500 29.600 61.8200 29.700 61.8900 29.800 61.9600 29.900 62.0400 30.000 62.1300 30.100 62.2200 30.200 62.3200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 125 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.300 62.4200 30.400 62.5500 30.500 62.6700 30.600 62.8000 30.700 62.9400 30.800 63.0700 30.900 63.2200 31.000 63.3700 31.100 63.5200 31.200 63.6700 31.300 63.8200 31.400 63.9800 31.500 64.1500 31.600 64.3000 31.700 64.4200 31.800 64.5400 31.900 64.6600 32.000 64.8000 32.100 64.9400 32.200 65.0500 32.300 65.1700 32.400 65.2800 32.500 65.4000 32.600 65.5000 32.700 65.6100 32.800 65.7100 32.900 65.8000 33.000 65.9000 33.100 66.0000 33.200 66.0800 33.300 66.1700 33.400 66.2600 33.500 66.3500 33.600 66.4500 33.700 66.5400 33.800 66.6400 33.900 66.7400 34.000 66.8500 34.100 66.9700 34.200 67.0900 34.300 67.2000 34.400 67.3300 34.500 67.4600 34.600 67.6200 34.700 67.8000 34.800 67.9800 34.900 68.1400 35.000 68.2900 35.100 68.4400 35.200 68.5700 35.300 68.7100 35.400 68.8500 35.500 68.9800 35.600 69.1300 35.700 69.2500 35.800 69.3500 35.900 69.4600 36.000 69.5900 36.100 69.7100 36.200 69.8100 36.300 69.9200 36.400 70.0400 36.500 70.1500 36.600 70.2700 36.700 70.4100 36.800 70.5400 36.900 70.6800 37.000 70.8500 37.100 71.0400 37.200 71.2200 37.300 71.4000 37.400 71.5600 37.500 71.7200 37.600 71.8900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 126 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.700 72.0700 37.800 72.2600 37.900 72.4600 38.000 72.6800 38.100 72.9200 38.200 73.1700 38.300 73.4500 38.400 73.6900 38.500 73.9500 38.600 74.2000 38.700 74.4900 38.800 74.7900 38.900 75.0900 39.000 75.3800 39.100 75.6500 39.200 75.9600 39.300 76.2400 39.400 76.4500 39.500 76.6600 39.600 76.9000 39.700 77.1100 39.800 77.3100 39.900 77.5000 40.000 77.7100 40.100 77.9300 40.200 78.1500 40.300 78.3600 40.400 78.5500 40.500 78.7700 40.600 78.9700 40.700 79.1900 40.800 79.4200 40.900 79.6600 41.000 79.8800 41.100 80.0900 41.200 80.2800 41.300 80.4900 41.400 80.6900 41.500 80.8700 41.600 81.0200 41.700 81.1600 41.800 81.2600 41.900 81.3300 42.000 81.3900 42.100 81.4200 42.200 81.4600 42.300 81.5000 42.400 81.5400 42.500 81.5900 42.600 81.6200 42.700 81.6400 42.800 81.6500 42.900 81.6600 43.000 81.6700 43.100 81.6900 43.200 81.7000 43.300 81.7200 43.400 81.7300 43.500 81.7500 43.600 81.7600 43.700 81.7700 43.800 81.7800 43.900 81.8000 44.000 81.8300 44.100 81.8700 44.200 81.8900 44.300 81.9100 44.400 81.9200 44.500 81.9400 44.600 81.9500 44.700 81.9700 44.800 81.9800 44.900 82.0000 45.000 82.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 127 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 45.100 82.0400 45.200 82.0500 45.300 82.0600 45.400 82.0700 45.500 82.0700 45.600 82.0800 45.700 82.0800 45.800 82.0900 46.300 82.0900 46.400 82.1000 47.100 82.1000 ------------------------------------------------------------------------------------------ Name: NA0090 Base Flow(cfs): 0.000 Init Stage(ft): 7.630 Group: A Warn Stage(ft): 28.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 2.900 0.0100 7.800 0.0100 7.900 0.0100 15.100 0.0100 15.200 0.0200 16.000 0.0200 16.100 0.0300 16.500 0.0300 16.600 0.0400 16.900 0.0400 17.000 0.0500 17.300 0.0500 17.400 0.0600 17.500 0.0600 17.600 0.0700 17.800 0.0700 17.900 0.0800 18.000 0.0900 18.100 0.1000 18.300 0.1000 18.400 0.1100 18.500 0.1100 18.600 0.1200 18.700 0.1300 18.800 0.1500 18.900 0.1700 19.000 0.1900 19.100 0.2100 19.200 0.2300 19.300 0.2500 19.400 0.2700 19.500 0.2900 19.600 0.3100 19.700 0.3400 19.800 0.3600 19.900 0.3800 20.000 0.3900 20.100 0.4000 20.200 0.4200 20.300 0.4400 20.400 0.4500 20.500 0.4700 20.600 0.4900 20.700 0.5000 20.800 0.5200 20.900 0.5400 21.000 0.5500 21.100 0.5700 21.200 0.6000 21.300 0.6100 21.400 0.6400 21.500 0.6700 21.600 0.6900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 128 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 21.700 0.7100 21.800 0.7400 21.900 0.7700 22.000 0.8000 22.100 0.8200 22.200 0.8500 22.300 0.8800 22.400 0.9000 22.500 0.9300 22.600 0.9500 22.700 0.9700 22.800 0.9900 22.900 1.0100 23.000 1.0200 23.100 1.0400 23.200 1.0500 23.300 1.0600 23.400 1.0800 23.500 1.1000 23.600 1.1100 23.700 1.1200 23.800 1.1300 23.900 1.1400 24.000 1.1500 24.100 1.1500 24.200 1.1600 24.300 1.1600 24.400 1.1700 24.500 1.1700 24.600 1.1800 24.700 1.1900 24.800 1.1900 24.900 1.2000 25.000 1.2100 25.100 1.2100 25.200 1.2200 25.300 1.2200 25.400 1.2300 25.500 1.2300 25.600 1.2400 25.700 1.2400 25.800 1.2500 28.500 1.2500 ------------------------------------------------------------------------------------------ Name: NA0100 Base Flow(cfs): 0.000 Init Stage(ft): 7.630 Group: A Warn Stage(ft): 46.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 2.900 0.0100 7.800 0.0100 7.900 0.0100 8.800 0.0100 8.900 0.0200 11.600 0.0200 11.700 0.0300 12.100 0.0300 12.200 0.0400 12.300 0.0600 12.400 0.0800 12.500 0.0900 12.600 0.1100 12.700 0.1200 12.800 0.1300 12.900 0.1400 13.000 0.1400 13.100 0.1500 13.200 0.1500 13.300 0.1600 13.400 0.1600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 129 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 13.500 0.1700 13.600 0.1800 13.700 0.1800 13.800 0.1900 13.900 0.1900 14.000 0.2000 14.100 0.2000 14.200 0.2100 14.300 0.2200 14.400 0.2400 14.500 0.2500 14.600 0.2700 14.700 0.2800 14.800 0.3000 14.900 0.3200 15.000 0.3400 15.100 0.3600 15.200 0.3800 15.300 0.3900 15.400 0.4200 15.500 0.4400 15.600 0.4500 15.700 0.4800 15.800 0.4900 15.900 0.5200 16.000 0.5400 16.100 0.5700 16.200 0.6000 16.300 0.6200 16.400 0.6500 16.500 0.6800 16.600 0.7200 16.700 0.7600 16.800 0.8000 16.900 0.8600 17.000 0.9100 17.100 0.9600 17.200 1.0200 17.300 1.0800 17.400 1.1400 17.500 1.2300 17.600 1.3200 17.700 1.4200 17.800 1.5300 17.900 1.6200 18.000 1.7100 18.100 1.7800 18.200 1.8300 18.300 1.9000 18.400 1.9500 18.500 2.0200 18.600 2.1200 18.700 2.2100 18.800 2.2800 18.900 2.3200 19.000 2.3600 19.100 2.3800 19.200 2.4100 19.300 2.4400 19.400 2.4600 19.500 2.4700 19.600 2.4800 19.700 2.4900 19.800 2.5000 19.900 2.5000 20.000 2.5100 20.100 2.5200 20.200 2.5200 20.300 2.5300 20.400 2.5300 20.500 2.5400 20.600 2.5400 20.700 2.5500 20.800 2.5600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 130 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.900 2.5600 21.000 2.5700 21.100 2.5800 21.200 2.5900 21.300 2.6000 21.400 2.6100 21.500 2.6200 21.600 2.6400 21.700 2.6500 21.800 2.6600 21.900 2.6800 22.000 2.7000 22.100 2.7300 22.200 2.7600 22.300 2.8100 22.400 2.8600 22.500 2.9300 22.600 3.0000 22.700 3.0700 22.800 3.1500 22.900 3.2300 23.000 3.3300 23.100 3.4200 23.200 3.5100 23.300 3.6000 23.400 3.6700 23.500 3.7200 23.600 3.7600 23.700 3.7900 23.800 3.8400 23.900 3.8700 24.000 3.9100 24.100 3.9400 24.200 3.9800 24.300 4.0200 24.400 4.0500 24.500 4.0900 24.600 4.1400 24.700 4.1800 24.800 4.2200 24.900 4.2600 25.000 4.3000 25.100 4.3300 25.200 4.3800 25.300 4.4100 25.400 4.4500 25.500 4.4900 25.600 4.5300 25.700 4.5700 25.800 4.6000 25.900 4.6400 26.000 4.6800 26.100 4.7200 26.200 4.7600 26.300 4.8100 26.400 4.8500 26.500 4.8900 26.600 4.9300 26.700 4.9700 26.800 5.0100 26.900 5.0500 27.000 5.0900 27.100 5.1300 27.200 5.1700 27.300 5.2100 27.400 5.2500 27.500 5.2900 27.600 5.3200 27.700 5.3600 27.800 5.3900 27.900 5.4300 28.000 5.4700 28.100 5.5200 28.200 5.5600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 131 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.300 5.5900 28.400 5.6300 28.500 5.6600 28.600 5.7000 28.700 5.7400 28.800 5.7800 28.900 5.8100 29.000 5.8600 29.100 5.9000 29.200 5.9400 29.300 5.9900 29.400 6.0400 29.500 6.0900 29.600 6.1400 29.700 6.1900 29.800 6.2300 29.900 6.2800 30.000 6.3300 30.100 6.3700 30.200 6.4100 30.300 6.4500 30.400 6.5000 30.500 6.5400 30.600 6.5800 30.700 6.6300 30.800 6.6700 30.900 6.7100 31.000 6.7400 31.100 6.7800 31.200 6.8200 31.300 6.8500 31.400 6.8900 31.500 6.9200 31.600 6.9600 31.700 7.0000 31.800 7.0600 31.900 7.0900 32.000 7.1300 32.100 7.1700 32.200 7.2000 32.300 7.2500 32.400 7.3000 32.500 7.3500 32.600 7.3900 32.700 7.4400 32.800 7.4900 32.900 7.5300 33.000 7.5700 33.100 7.6200 33.200 7.6700 33.300 7.7100 33.400 7.7500 33.500 7.7900 33.600 7.8400 33.700 7.9000 33.800 7.9500 33.900 8.0100 34.000 8.0600 34.100 8.1200 34.200 8.1700 34.300 8.2200 34.400 8.2700 34.500 8.3200 34.600 8.3900 34.700 8.4400 34.800 8.4900 34.900 8.5400 35.000 8.5900 35.100 8.6500 35.200 8.7100 35.300 8.7700 35.400 8.8100 35.500 8.8600 35.600 8.9100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 132 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.700 8.9600 35.800 9.0100 35.900 9.0400 36.000 9.0800 36.100 9.1300 36.200 9.1800 36.300 9.2300 36.400 9.2700 36.500 9.3100 36.600 9.3400 36.700 9.3800 36.800 9.4100 36.900 9.4500 37.000 9.4700 37.100 9.5100 37.200 9.5400 37.300 9.5600 37.400 9.5800 37.500 9.6000 37.600 9.6100 37.700 9.6300 37.800 9.6400 37.900 9.6600 38.000 9.6800 38.100 9.6800 38.200 9.7000 38.300 9.7200 38.400 9.7400 38.500 9.7500 38.600 9.7600 38.700 9.7700 38.800 9.7800 38.900 9.7900 46.500 9.7900 ------------------------------------------------------------------------------------------ Name: NA0110 Base Flow(cfs): 0.000 Init Stage(ft): 7.630 Group: A Warn Stage(ft): 24.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 2.900 0.0100 7.800 0.0100 7.900 3.3700 8.000 3.3800 8.100 3.3900 8.200 3.4000 8.300 3.4100 8.400 3.4300 8.500 3.4400 8.600 3.4500 8.700 3.4600 8.800 3.4700 8.900 3.4800 9.000 3.4900 9.100 3.5000 9.200 3.5100 9.300 3.5200 9.400 3.5300 9.500 3.5400 9.600 3.5500 9.700 3.5600 9.800 3.5700 9.900 3.5800 10.000 3.5900 10.100 3.5900 10.200 3.6100 10.300 3.6100 10.400 3.6200 10.500 3.6300 10.600 3.6500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 133 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 10.700 3.6700 10.800 3.6800 10.900 3.6900 11.000 3.7100 11.100 3.7300 11.200 3.7500 11.300 3.7600 11.400 3.7700 11.500 3.7900 11.600 3.8100 11.700 3.8200 11.800 3.8400 11.900 3.8700 12.000 3.9000 12.100 3.9400 12.200 3.9700 12.300 3.9900 12.400 4.0200 12.500 4.0600 12.600 4.0800 12.700 4.1100 12.800 4.1200 12.900 4.1500 13.000 4.1700 13.100 4.1900 13.200 4.2200 13.300 4.2500 13.400 4.2700 13.500 4.2800 13.600 4.3100 13.700 4.3400 13.800 4.3600 13.900 4.3900 14.000 4.4200 14.100 4.4500 14.200 4.4700 14.300 4.5000 14.400 4.5300 14.500 4.5500 14.600 4.5800 14.700 4.6100 14.800 4.6500 14.900 4.6900 15.000 4.7200 15.100 4.7600 15.200 4.7900 15.300 4.8500 15.400 4.9000 15.500 4.9500 15.600 5.0100 15.700 5.0700 15.800 5.1100 15.900 5.1600 16.000 5.2200 16.100 5.2800 16.200 5.3400 16.300 5.4000 16.400 5.4600 16.500 5.5200 16.600 5.5800 16.700 5.6600 16.800 5.7200 16.900 5.8000 17.000 5.8800 17.100 5.9400 17.200 6.0100 17.300 6.0900 17.400 6.1800 17.500 6.2700 17.600 6.3800 17.700 6.5100 17.800 6.6300 17.900 6.7300 18.000 6.8200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 134 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.100 6.8900 18.200 6.9600 18.300 7.0500 18.400 7.1400 18.500 7.2300 18.600 7.3300 18.700 7.4200 18.800 7.4900 18.900 7.5400 19.000 7.6100 19.100 7.6500 19.200 7.7200 19.300 7.7700 19.400 7.8300 19.500 7.8900 19.600 7.9500 19.700 8.0200 19.800 8.0800 19.900 8.1300 20.000 8.1900 20.100 8.2500 20.200 8.3200 20.300 8.3900 20.400 8.4600 20.500 8.5200 20.600 8.5900 20.700 8.6900 20.800 8.7600 20.900 8.8500 21.000 8.9400 21.100 9.0400 21.200 9.1400 21.300 9.2300 21.400 9.3300 21.500 9.4000 21.600 9.4700 21.700 9.5200 21.800 9.5600 21.900 9.6000 22.000 9.6400 22.100 9.6700 22.200 9.7100 22.300 9.7500 22.400 9.7800 22.500 9.8100 22.600 9.8300 22.700 9.8600 22.800 9.8900 22.900 9.9300 23.000 9.9700 23.100 10.0100 23.200 10.0600 23.300 10.1000 23.400 10.1300 23.500 10.1600 23.600 10.1800 23.700 10.2000 23.800 10.2200 23.900 10.2300 24.000 10.2400 24.800 10.2400 ------------------------------------------------------------------------------------------ Name: NA0120 Base Flow(cfs): 0.000 Init Stage(ft): 7.630 Group: A Warn Stage(ft): 23.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 6.040 0.0100 7.800 0.0100 7.900 0.5200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 135 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 8.400 0.5200 8.500 0.5300 9.200 0.5300 9.300 0.5400 9.800 0.5400 9.900 0.5500 10.200 0.5500 10.300 0.5600 10.500 0.5600 10.600 0.5700 10.700 0.5700 10.800 0.5800 10.900 0.5800 11.000 0.5900 11.200 0.5900 11.300 0.6000 11.400 0.6000 11.500 0.6100 11.600 0.6100 11.700 0.6200 11.800 0.6200 11.900 0.6300 12.000 0.6300 12.100 0.6400 12.300 0.6400 12.400 0.6500 12.500 0.6600 12.600 0.6600 12.700 0.6700 13.000 0.6700 13.100 0.6800 13.200 0.6800 13.300 0.6900 13.400 0.6900 13.500 0.7000 13.600 0.7000 13.700 0.7100 13.900 0.7100 14.000 0.7200 14.100 0.7300 14.200 0.7400 14.300 0.7500 14.400 0.7800 14.500 0.8100 14.600 0.8800 14.700 0.9600 14.800 1.0400 14.900 1.1300 15.000 1.2100 15.100 1.3000 15.200 1.4100 15.300 1.5300 15.400 1.6600 15.500 1.8000 15.600 1.9600 15.700 2.1000 15.800 2.2400 15.900 2.3800 16.000 2.5300 16.100 2.6700 16.200 2.7900 16.300 2.9100 16.400 3.0300 16.500 3.1400 16.600 3.2700 16.700 3.3800 16.800 3.5000 16.900 3.6000 17.000 3.7000 17.100 3.7900 17.200 3.9100 17.300 4.0200 17.400 4.1400 17.500 4.2400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 136 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 17.600 4.3500 17.700 4.4500 17.800 4.5500 17.900 4.6400 18.000 4.7400 18.100 4.8100 18.200 4.8800 18.300 4.9400 18.400 4.9900 18.500 5.0500 18.600 5.0900 18.700 5.1200 18.800 5.1300 18.900 5.1500 19.000 5.1700 19.100 5.1900 19.200 5.2000 19.300 5.2100 19.400 5.2200 19.500 5.2300 19.600 5.2300 19.700 5.2400 19.800 5.2500 19.900 5.2500 20.000 5.2600 20.100 5.2600 20.200 5.2700 20.300 5.2700 20.400 5.2800 20.500 5.2800 20.600 5.2900 20.700 5.2900 20.800 5.3000 20.900 5.3100 21.000 5.3100 21.100 5.3200 21.200 5.3300 21.300 5.3300 21.400 5.3400 23.600 5.3400 ------------------------------------------------------------------------------------------ Name: NA0130 Base Flow(cfs): 0.000 Init Stage(ft): 7.630 Group: A Warn Stage(ft): 22.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 7.600 0.0100 7.800 0.0100 7.900 5.4400 8.000 5.4500 8.100 5.4500 8.200 5.4600 8.300 5.4700 8.400 5.4800 8.500 5.4900 8.600 5.5000 8.700 5.5200 8.800 5.5300 8.900 5.5400 9.000 5.5500 9.100 5.5600 9.200 5.5700 9.300 5.5800 9.400 5.6000 9.500 5.6200 9.600 5.6300 9.700 5.6400 9.800 5.6600 9.900 5.6700 10.000 5.6900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 137 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 10.100 5.7100 10.200 5.7200 10.300 5.7400 10.400 5.7600 10.500 5.7700 10.600 5.7900 10.700 5.8000 10.800 5.8200 10.900 5.8500 11.000 5.8700 11.100 5.8900 11.200 5.9100 11.300 5.9200 11.400 5.9400 11.500 5.9600 11.600 5.9800 11.700 6.0000 11.800 6.0200 11.900 6.0400 12.000 6.0700 12.100 6.0800 12.200 6.1100 12.300 6.1300 12.400 6.1500 12.500 6.1700 12.600 6.1900 12.700 6.2200 12.800 6.2400 12.900 6.2600 13.000 6.2800 13.100 6.3100 13.200 6.3300 13.300 6.3500 13.400 6.3700 13.500 6.4000 13.600 6.4200 13.700 6.4500 13.800 6.4700 13.900 6.5000 14.000 6.5200 14.100 6.5600 14.200 6.6000 14.300 6.6400 14.400 6.6700 14.500 6.7300 14.600 6.7800 14.700 6.8400 14.800 6.9000 14.900 6.9400 15.000 6.9700 15.100 6.9900 15.200 7.0100 15.300 7.0400 15.400 7.0600 15.500 7.0900 15.600 7.1100 15.700 7.1400 15.800 7.1800 15.900 7.2200 16.000 7.2800 16.100 7.3500 16.200 7.4500 16.300 7.5600 16.400 7.7000 16.500 7.8500 16.600 8.0300 16.700 8.1900 16.800 8.3500 16.900 8.5100 17.000 8.6500 17.100 8.7900 17.200 8.9400 17.300 9.0800 17.400 9.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 138 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 17.500 9.3300 17.600 9.4500 17.700 9.5900 17.800 9.7100 17.900 9.8300 18.000 9.9200 18.100 10.0000 18.200 10.0800 18.300 10.1500 18.400 10.2000 18.500 10.2600 18.600 10.3100 18.700 10.3600 18.800 10.4100 18.900 10.4800 19.000 10.5300 19.100 10.5900 19.200 10.6500 19.300 10.7000 19.400 10.7600 19.500 10.8100 19.600 10.8600 19.700 10.9000 19.800 10.9500 19.900 10.9900 20.000 11.0400 20.100 11.0800 20.200 11.1300 20.300 11.1800 20.400 11.2400 20.500 11.2900 20.600 11.3700 20.700 11.4500 20.800 11.5400 20.900 11.6400 21.000 11.7800 21.100 11.9200 21.200 12.0600 21.300 12.1900 21.400 12.3000 21.500 12.3900 21.600 12.4400 21.700 12.4600 21.800 12.4800 21.900 12.4900 22.000 12.5000 22.100 12.5200 22.200 12.5300 22.300 12.5700 22.400 12.6000 22.500 12.6200 22.900 12.6200 ------------------------------------------------------------------------------------------ Name: NA0140 Base Flow(cfs): 0.000 Init Stage(ft): 8.800 Group: A Warn Stage(ft): 22.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 6.950 0.0100 7.800 0.0100 7.900 0.4100 8.300 0.4100 8.400 0.4200 9.100 0.4200 9.200 0.4300 9.600 0.4300 9.700 0.4400 10.000 0.4400 10.100 0.4500 10.300 0.4500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 139 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 10.400 0.4600 10.600 0.4600 10.700 0.4700 10.800 0.4700 10.900 0.4800 11.100 0.4800 11.200 0.4900 11.300 0.4900 11.400 0.5000 11.600 0.5000 11.700 0.5100 11.900 0.5100 12.000 0.5200 12.100 0.5200 12.200 0.5300 12.300 0.5400 12.400 0.5400 12.500 0.5500 12.600 0.5500 12.700 0.5600 12.800 0.5600 12.900 0.5700 13.000 0.5700 13.100 0.5800 13.200 0.5800 13.300 0.5900 13.400 0.5900 13.500 0.6000 13.600 0.6000 13.700 0.6100 13.800 0.6200 13.900 0.6200 14.000 0.6300 14.100 0.6300 14.200 0.6400 14.300 0.6600 14.400 0.6700 14.500 0.6900 14.600 0.7000 14.700 0.7100 14.800 0.7200 14.900 0.7300 15.000 0.7300 15.100 0.7400 15.200 0.7500 15.300 0.7500 15.400 0.7600 15.500 0.7800 15.600 0.7900 15.700 0.8200 15.800 0.8500 15.900 0.8800 16.000 0.9100 16.100 0.9600 16.200 1.0000 16.300 1.0400 16.400 1.1000 16.500 1.1500 16.600 1.2300 16.700 1.2900 16.800 1.3700 16.900 1.4500 17.000 1.5200 17.100 1.6200 17.200 1.7100 17.300 1.8000 17.400 1.8800 17.500 1.9700 17.600 2.0700 17.700 2.1400 17.800 2.2000 17.900 2.2700 18.000 2.3100 18.100 2.3700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 140 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.200 2.4300 18.300 2.4900 18.400 2.5900 18.500 2.6600 18.600 2.7100 18.700 2.7400 18.800 2.7800 18.900 2.8100 19.000 2.8600 19.100 2.9000 19.200 2.9500 19.300 3.0000 19.400 3.0400 19.500 3.1000 19.600 3.1300 19.700 3.1500 19.800 3.1800 19.900 3.2100 20.000 3.2400 20.100 3.2700 20.200 3.3000 20.300 3.3300 20.400 3.3600 20.500 3.4000 20.600 3.4200 20.700 3.4400 20.800 3.4800 20.900 3.5100 21.000 3.5400 21.100 3.5700 21.200 3.6000 21.300 3.6300 21.400 3.6400 21.500 3.6700 21.600 3.6800 21.700 3.6900 21.800 3.7000 21.900 3.7200 22.000 3.7200 22.100 3.7300 22.200 3.7400 22.300 3.7500 22.400 3.7600 22.500 3.7800 22.600 3.8200 22.700 3.8300 22.800 3.8400 ------------------------------------------------------------------------------------------ Name: NA0150 Base Flow(cfs): 0.000 Init Stage(ft): 8.800 Group: A Warn Stage(ft): 22.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 8.500 0.0100 8.600 0.0100 8.700 0.0100 8.800 0.0100 8.900 0.0100 9.000 0.0100 9.100 0.0100 9.200 0.0200 9.300 0.0200 9.400 0.0300 9.500 0.0300 9.600 0.0400 9.700 0.0500 9.800 0.0500 9.900 0.0600 10.000 0.0700 10.100 0.0800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 141 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 10.200 0.0800 10.300 0.0900 10.400 0.0900 10.500 0.1000 10.600 0.1100 10.700 0.1200 10.800 0.1300 10.900 0.1400 11.000 0.1500 11.100 0.1600 11.200 0.1800 11.300 0.1900 11.400 0.2000 11.500 0.2100 11.600 0.2200 11.700 0.2400 11.800 0.2500 11.900 0.2600 12.000 0.2600 12.100 0.2700 12.200 0.2800 12.300 0.2900 12.400 0.3000 12.500 0.3100 12.600 0.3100 12.700 0.3200 12.800 0.3300 12.900 0.3300 13.000 0.3400 13.100 0.3500 13.200 0.3500 13.300 0.3600 13.400 0.3700 13.500 0.3800 13.600 0.3800 13.700 0.3900 13.800 0.4000 13.900 0.4000 14.000 0.4100 14.100 0.4300 14.200 0.4400 14.300 0.4500 14.400 0.4600 14.500 0.4600 14.600 0.4700 14.700 0.4700 14.800 0.4800 14.900 0.4900 15.000 0.4900 15.100 0.5000 15.200 0.5000 15.300 0.5100 15.400 0.5100 15.500 0.5200 15.600 0.5200 15.700 0.5300 15.800 0.5300 15.900 0.5400 16.000 0.5400 16.100 0.5500 16.200 0.5500 16.300 0.5600 16.400 0.5700 16.500 0.5700 16.600 0.5800 16.700 0.5900 16.800 0.6000 16.900 0.6100 17.000 0.6100 17.100 0.6100 17.200 0.6300 17.300 0.6400 17.400 0.6500 17.500 0.6500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 142 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 17.600 0.6600 17.700 0.6700 17.800 0.6700 17.900 0.6800 18.000 0.6900 18.100 0.6900 18.200 0.7000 18.300 0.7000 18.400 0.7100 18.500 0.7100 18.600 0.7200 18.700 0.7200 18.800 0.7300 18.900 0.7400 19.000 0.7500 19.100 0.7600 19.200 0.7700 19.300 0.7800 19.400 0.8100 19.500 0.8400 19.600 0.8700 19.700 0.8900 19.800 0.9200 19.900 0.9500 20.000 0.9900 20.100 1.0100 20.200 1.0400 20.300 1.0700 20.400 1.1300 20.500 1.1800 20.600 1.2500 20.700 1.3300 20.800 1.3900 20.900 1.4700 21.000 1.5500 21.100 1.6200 21.200 1.7000 21.300 1.8000 21.400 1.9100 21.500 2.0200 21.600 2.1000 21.700 2.1400 21.800 2.2000 21.900 2.2400 22.000 2.2600 22.100 2.2800 22.200 2.2900 22.300 2.3000 22.400 2.3000 22.530 2.3000 ------------------------------------------------------------------------------------------ Name: NA0160 Base Flow(cfs): 0.000 Init Stage(ft): 8.800 Group: A Warn Stage(ft): 23.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 7.900 0.0100 17.500 0.0100 17.600 0.0100 17.900 0.0100 18.000 0.0100 18.300 0.0100 18.400 0.0200 18.500 0.0300 18.600 0.0400 18.700 0.0600 18.800 0.0700 18.900 0.0900 19.000 0.1200 19.100 0.1500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 143 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 19.200 0.1800 19.300 0.2100 19.400 0.2500 19.500 0.3000 19.600 0.3600 19.700 0.4200 19.800 0.4900 19.900 0.5500 20.000 0.6100 20.100 0.6900 20.200 0.7700 20.300 0.8500 20.400 0.9200 20.500 1.0100 20.600 1.0700 20.700 1.1400 20.800 1.2100 20.900 1.2900 21.000 1.3700 21.100 1.4800 21.200 1.5800 21.300 1.6900 21.400 1.7800 21.500 1.8600 21.600 1.9400 21.700 1.9900 21.800 2.0200 21.900 2.0400 22.000 2.0600 22.100 2.0600 22.200 2.0700 22.400 2.0700 22.500 2.0800 22.600 2.0900 23.200 2.0900 ------------------------------------------------------------------------------------------ Name: NA0170 Base Flow(cfs): 0.000 Init Stage(ft): 8.800 Group: A Warn Stage(ft): 51.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 8.300 0.0100 17.000 0.0100 17.100 0.0100 17.300 0.0100 17.400 0.0100 17.500 0.0300 17.600 0.0700 17.700 0.1300 17.800 0.1900 17.900 0.2600 18.000 0.3100 18.100 0.3600 18.200 0.4000 18.300 0.4400 18.400 0.4800 18.500 0.5200 18.600 0.5600 18.700 0.6000 18.800 0.6500 18.900 0.6900 19.000 0.7500 19.100 0.7900 19.200 0.8500 19.300 0.9100 19.400 0.9600 19.500 1.0100 19.600 1.0700 19.700 1.1100 19.800 1.1600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 144 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 19.900 1.2100 20.000 1.2600 20.100 1.3200 20.200 1.3800 20.300 1.4300 20.400 1.4700 20.500 1.5300 20.600 1.5800 20.700 1.6200 20.800 1.6700 20.900 1.7200 21.000 1.7600 21.100 1.8200 21.200 1.8700 21.300 1.9200 21.400 1.9800 21.500 2.0300 21.600 2.0700 21.700 2.1000 21.800 2.1200 21.900 2.1500 22.000 2.1600 22.100 2.1800 22.200 2.2000 22.300 2.2300 22.400 2.2500 22.500 2.2700 22.600 2.2900 22.700 2.3100 22.800 2.3200 22.900 2.3400 23.000 2.3600 23.100 2.3700 23.200 2.3800 23.300 2.3900 23.400 2.4100 23.500 2.4200 23.600 2.4300 23.700 2.4400 23.800 2.4400 23.900 2.4500 24.000 2.4600 24.100 2.4600 24.200 2.4700 24.300 2.4700 24.400 2.4800 24.700 2.4800 24.800 2.4900 25.000 2.4900 25.100 2.5000 25.400 2.5000 25.500 2.5100 25.900 2.5100 26.000 2.5200 26.300 2.5200 26.400 2.5300 27.100 2.5300 27.200 2.5400 28.000 2.5400 28.100 2.5500 28.700 2.5500 28.800 2.5600 29.100 2.5600 29.200 2.5700 29.800 2.5700 29.900 2.5800 30.500 2.5800 30.600 2.5900 31.100 2.5900 31.200 2.6000 31.700 2.6000 31.800 2.6100 32.200 2.6100 32.300 2.6200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 145 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 32.900 2.6200 33.000 2.6300 33.300 2.6300 33.400 2.6400 33.800 2.6400 33.900 2.6500 34.300 2.6500 34.400 2.6600 34.900 2.6600 35.000 2.6700 35.400 2.6700 35.500 2.6800 36.000 2.6800 36.100 2.6900 36.600 2.6900 36.700 2.7000 37.000 2.7000 37.100 2.7100 37.400 2.7100 37.500 2.7200 38.000 2.7200 38.100 2.7300 38.700 2.7300 38.800 2.7400 39.200 2.7400 39.300 2.7500 39.800 2.7500 39.900 2.7600 40.100 2.7600 40.200 2.7700 40.600 2.7700 40.700 2.7800 41.400 2.7800 41.500 2.7900 41.700 2.7900 41.800 2.8000 42.100 2.8000 42.200 2.8100 42.800 2.8100 42.900 2.8200 43.200 2.8200 43.300 2.8300 43.800 2.8300 43.900 2.8400 51.000 2.8400 ------------------------------------------------------------------------------------------ Name: NA0180 Base Flow(cfs): 0.000 Init Stage(ft): 9.130 Group: A Warn Stage(ft): 40.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 9.030 0.0100 19.000 0.0100 19.100 0.0100 19.300 0.0100 19.400 0.0100 19.500 0.0400 19.600 0.0800 19.700 0.1100 19.800 0.1500 19.900 0.1900 20.000 0.2300 20.100 0.2700 20.200 0.3100 20.300 0.3700 20.400 0.4400 20.500 0.5100 20.600 0.5800 20.700 0.6500 20.800 0.7300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 146 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.900 0.8400 21.000 0.9800 21.100 1.2000 21.200 1.3700 21.300 1.5000 21.400 1.6200 21.500 1.7300 21.600 1.8100 21.700 1.8700 21.800 1.9300 21.900 1.9800 22.000 2.0100 22.100 2.0400 22.200 2.0800 22.300 2.1200 22.400 2.1500 22.500 2.1800 22.600 2.2000 22.700 2.2200 22.800 2.2400 22.900 2.2500 23.000 2.2700 23.100 2.2800 23.200 2.3000 23.300 2.3200 23.400 2.3300 23.500 2.3500 23.600 2.3700 23.700 2.3800 23.800 2.3900 23.900 2.4100 24.000 2.4300 24.100 2.4500 24.200 2.4700 24.300 2.4800 24.400 2.5000 24.500 2.5200 24.600 2.5500 24.700 2.5600 24.800 2.5900 24.900 2.6000 25.000 2.6200 25.100 2.6300 25.200 2.6500 25.300 2.6600 25.400 2.6700 25.500 2.6800 25.600 2.6900 25.700 2.7000 25.800 2.7100 25.900 2.7200 26.000 2.7400 26.100 2.7500 26.200 2.7600 26.300 2.7600 26.400 2.7700 26.600 2.7700 26.700 2.7800 26.800 2.7800 26.900 2.7900 27.200 2.7900 27.300 2.8000 27.800 2.8000 27.900 2.8100 29.700 2.8100 29.800 2.8200 30.500 2.8200 30.600 2.8300 40.800 2.8300 ------------------------------------------------------------------------------------------ Name: NA0190 Base Flow(cfs): 0.000 Init Stage(ft): 14.940 Group: A Warn Stage(ft): 32.500 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 147 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 14.840 0.0100 18.600 0.0100 18.700 0.0100 18.800 0.0100 18.900 0.0300 19.000 0.0600 19.100 0.0800 19.200 0.1000 19.300 0.1300 19.400 0.1700 19.500 0.1900 19.600 0.2100 19.700 0.2300 19.800 0.2400 19.900 0.2600 20.000 0.2700 20.100 0.3100 20.200 0.3400 20.300 0.3700 20.400 0.4400 20.500 0.5300 20.600 0.6000 20.700 0.6600 20.800 0.7200 20.900 0.7700 21.000 0.8400 21.100 0.9100 21.200 0.9800 21.300 1.0200 21.400 1.0800 21.500 1.1400 21.600 1.2100 21.700 1.2900 21.800 1.3600 21.900 1.4000 22.000 1.4400 22.100 1.5000 22.200 1.5800 22.300 1.6500 22.400 1.7300 22.500 1.7800 22.600 1.8100 22.700 1.8200 22.800 1.8500 22.900 1.8800 23.000 1.9000 23.100 1.9200 23.200 1.9300 23.300 1.9300 23.400 1.9500 23.500 1.9700 23.600 2.0100 23.700 2.0400 23.800 2.0800 23.900 2.1000 24.000 2.1100 24.800 2.1100 24.900 2.1200 25.500 2.1200 25.600 2.1300 26.000 2.1300 26.100 2.1400 32.500 2.1400 ------------------------------------------------------------------------------------------ Name: NA0200 Base Flow(cfs): 0.000 Init Stage(ft): 14.990 Group: A Warn Stage(ft): 42.800 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 148 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 14.890 0.0100 19.600 0.0100 19.700 0.0100 19.800 0.0100 19.900 0.0100 20.000 0.0300 20.100 0.0600 20.200 0.1000 20.300 0.1200 20.400 0.1500 20.500 0.1900 20.600 0.2200 20.700 0.2500 20.800 0.2800 20.900 0.3100 21.000 0.3400 21.100 0.3800 21.200 0.4100 21.300 0.4400 21.400 0.4700 21.500 0.5100 21.600 0.5500 21.700 0.5800 21.800 0.6200 21.900 0.6600 22.000 0.6900 22.100 0.7400 22.200 0.8000 22.300 0.8700 22.400 0.9200 22.500 0.9500 22.600 0.9800 22.700 1.0000 22.800 1.0300 22.900 1.0500 23.000 1.0800 23.100 1.1000 23.200 1.1100 23.300 1.1300 23.400 1.1500 23.500 1.1800 23.600 1.2100 23.700 1.2400 23.800 1.3100 23.900 1.3300 24.000 1.3400 24.200 1.3400 24.300 1.3500 24.700 1.3500 24.800 1.3600 25.100 1.3600 25.200 1.3700 25.500 1.3700 25.600 1.3800 25.700 1.3800 25.800 1.3900 26.100 1.3900 26.200 1.4000 26.900 1.4000 27.000 1.4100 27.200 1.4100 27.300 1.4200 27.500 1.4200 27.600 1.4300 27.900 1.4300 28.000 1.4400 28.700 1.4400 28.800 1.4500 29.000 1.4500 29.100 1.4600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 149 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 29.300 1.4600 29.400 1.4700 29.500 1.4700 29.600 1.4800 29.900 1.4800 30.000 1.4900 30.200 1.4900 30.300 1.5000 30.800 1.5000 30.900 1.5100 31.300 1.5100 31.400 1.5200 31.500 1.5200 31.600 1.5300 31.700 1.5300 31.800 1.5400 32.000 1.5400 32.100 1.5500 32.400 1.5500 32.500 1.5600 32.700 1.5600 32.800 1.5700 33.200 1.5700 33.300 1.5800 33.400 1.5800 33.500 1.5900 33.700 1.5900 33.800 1.6000 33.900 1.6000 34.000 1.6100 34.200 1.6100 34.300 1.6200 34.600 1.6200 34.700 1.6300 35.000 1.6300 35.100 1.6400 35.500 1.6400 35.600 1.6500 35.700 1.6500 35.800 1.6600 36.000 1.6600 36.100 1.6700 36.400 1.6700 36.500 1.6800 37.000 1.6800 37.100 1.6900 37.400 1.6900 37.500 1.7000 37.900 1.7000 38.000 1.7100 38.200 1.7100 38.300 1.7200 38.900 1.7200 39.000 1.7300 39.800 1.7300 39.900 1.7400 42.800 1.7400 ------------------------------------------------------------------------------------------ Name: NA0210 Base Flow(cfs): 0.000 Init Stage(ft): 15.040 Group: A Warn Stage(ft): 43.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 14.940 0.0100 17.500 0.0100 17.600 0.0100 17.900 0.0100 18.000 0.0100 18.100 0.0100 18.200 0.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 150 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.300 0.0300 18.400 0.0600 18.500 0.0800 18.600 0.1000 18.700 0.1200 18.800 0.1500 18.900 0.1700 19.000 0.2000 19.100 0.2200 19.200 0.2300 19.300 0.2500 19.400 0.2700 19.500 0.2800 19.600 0.3000 19.700 0.3200 19.800 0.3500 19.900 0.3700 20.000 0.4000 20.100 0.4200 20.200 0.4400 20.300 0.4700 20.400 0.5300 20.500 0.6000 20.600 0.7100 20.700 0.8000 20.800 0.8800 20.900 0.9600 21.000 1.0300 21.100 1.1200 21.200 1.2000 21.300 1.2700 21.400 1.3500 21.500 1.4300 21.600 1.5200 21.700 1.6000 21.800 1.6900 21.900 1.7700 22.000 1.8500 22.100 1.9100 22.200 1.9800 22.300 2.0500 22.400 2.1300 22.500 2.2200 22.600 2.2900 22.700 2.3500 22.800 2.4000 22.900 2.4600 23.000 2.5200 23.100 2.5800 23.200 2.6600 23.300 2.7200 23.400 2.7700 23.500 2.8200 23.600 2.9000 23.700 2.9800 23.800 3.0600 23.900 3.1300 24.000 3.2200 24.100 3.3000 24.200 3.3700 24.300 3.4200 24.400 3.4500 24.500 3.5000 24.600 3.5600 24.700 3.6000 24.800 3.6500 24.900 3.6900 25.000 3.7500 25.100 3.8300 25.200 3.8900 25.300 3.9500 25.400 4.0000 25.500 4.0500 25.600 4.1500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 151 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.700 4.2700 25.800 4.3700 25.900 4.4100 26.000 4.4300 27.700 4.4300 27.800 4.4400 29.900 4.4400 30.000 4.4500 30.900 4.4500 31.000 4.4600 32.600 4.4600 32.700 4.4700 34.500 4.4700 34.600 4.4800 43.500 4.4800 ------------------------------------------------------------------------------------------ Name: NA0220 Base Flow(cfs): 0.000 Init Stage(ft): 15.240 Group: A Warn Stage(ft): 45.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 15.140 0.0100 17.000 0.0100 17.100 0.0100 19.100 0.0100 19.200 0.0100 19.300 0.0200 19.400 0.0300 19.500 0.0400 19.600 0.0500 19.700 0.0600 19.800 0.0700 19.900 0.0900 20.000 0.1100 20.100 0.1400 20.200 0.1700 20.300 0.2000 20.400 0.2300 20.500 0.2700 20.600 0.3100 20.700 0.3500 20.800 0.3900 20.900 0.4400 21.000 0.4900 21.100 0.5200 21.200 0.5500 21.300 0.5900 21.400 0.6200 21.500 0.6500 21.600 0.6700 21.700 0.6900 21.800 0.7000 21.900 0.7100 22.000 0.7200 22.100 0.7400 22.200 0.7500 22.300 0.7700 22.400 0.7800 22.500 0.7900 22.600 0.8000 22.700 0.8100 22.800 0.8200 22.900 0.8300 23.000 0.8300 23.100 0.8400 23.200 0.8400 23.300 0.8500 23.400 0.8600 23.500 0.8700 23.600 0.8800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 152 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.700 0.8900 23.800 0.9000 23.900 0.9100 24.000 0.9200 24.100 0.9300 24.200 0.9400 24.300 0.9500 24.400 0.9600 24.500 0.9800 24.600 1.0000 24.700 1.0100 24.800 1.0300 24.900 1.0500 25.000 1.0800 25.100 1.1000 25.200 1.1300 25.300 1.1600 25.400 1.1900 25.500 1.2300 25.600 1.2800 25.700 1.3300 25.800 1.3900 25.900 1.4400 26.000 1.4800 26.100 1.4900 26.200 1.5100 26.300 1.5200 26.400 1.5200 26.500 1.5300 26.700 1.5300 26.800 1.5400 27.000 1.5400 27.100 1.5500 27.400 1.5500 27.500 1.5600 27.900 1.5600 28.000 1.5700 28.300 1.5700 28.400 1.5800 28.700 1.5800 28.800 1.5900 29.400 1.5900 29.500 1.6000 29.800 1.6000 29.900 1.6100 30.400 1.6100 30.500 1.6200 30.700 1.6200 30.800 1.6300 31.300 1.6300 31.400 1.6400 31.700 1.6400 31.800 1.6500 32.200 1.6500 32.300 1.6600 32.700 1.6600 32.800 1.6700 33.300 1.6700 33.400 1.6800 33.900 1.6800 34.000 1.6900 34.500 1.6900 34.600 1.7000 35.100 1.7000 35.200 1.7100 35.900 1.7100 36.000 1.7200 36.300 1.7200 36.400 1.7300 37.000 1.7300 37.100 1.7400 37.500 1.7400 37.600 1.7500 38.300 1.7500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 153 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 38.400 1.7600 38.900 1.7600 39.000 1.7700 39.700 1.7700 39.800 1.7800 40.500 1.7800 40.600 1.7900 41.200 1.7900 41.300 1.8000 42.000 1.8000 42.100 1.8100 42.600 1.8100 42.700 1.8200 43.400 1.8200 43.500 1.8300 44.100 1.8300 44.200 1.8400 44.400 1.8400 44.500 1.8500 44.600 1.8500 44.700 1.8600 44.800 1.8600 44.900 1.8700 45.000 1.8900 45.100 1.9000 45.500 1.9000 ------------------------------------------------------------------------------------------ Name: NA0230 Base Flow(cfs): 0.000 Init Stage(ft): 15.540 Group: A Warn Stage(ft): 26.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 15.440 0.0100 18.500 0.0100 18.600 0.0100 18.800 0.0100 18.900 0.0100 19.100 0.0100 19.200 0.0200 19.300 0.0300 19.400 0.0500 19.500 0.0600 19.600 0.0900 19.700 0.1200 19.800 0.1500 19.900 0.1800 20.000 0.2200 20.100 0.2700 20.200 0.3200 20.300 0.3900 20.400 0.4600 20.500 0.5200 20.600 0.5900 20.700 0.6600 20.800 0.7300 20.900 0.8100 21.000 0.8800 21.100 0.9500 21.200 1.0100 21.300 1.0600 21.400 1.1200 21.500 1.2000 21.600 1.2800 21.700 1.3500 21.800 1.4100 21.900 1.4700 22.000 1.5300 22.100 1.5800 22.200 1.6400 22.300 1.7000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 154 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.400 1.7500 22.500 1.8100 22.600 1.8700 22.700 1.9000 22.800 1.9200 22.900 1.9400 23.000 1.9600 23.100 1.9800 23.200 2.0000 23.300 2.0100 23.400 2.0300 23.500 2.0500 23.600 2.0700 23.700 2.0900 23.800 2.1100 23.900 2.1300 24.000 2.1500 24.100 2.1700 24.200 2.1900 24.300 2.2100 24.400 2.2200 24.500 2.2300 24.600 2.2500 24.700 2.2500 24.800 2.2700 24.900 2.2800 25.000 2.2900 25.100 2.3000 25.200 2.3200 25.300 2.3300 25.400 2.3400 25.500 2.3500 25.600 2.3600 25.700 2.3700 25.800 2.3800 25.900 2.3900 26.700 2.3900 ------------------------------------------------------------------------------------------ Name: NA0240 Base Flow(cfs): 0.000 Init Stage(ft): 15.740 Group: A Warn Stage(ft): 25.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 15.640 0.0100 20.000 0.0100 20.100 0.0100 20.300 0.0100 20.400 0.0100 20.600 0.0100 20.700 0.0300 20.800 0.0400 20.900 0.0500 21.000 0.0600 21.100 0.0700 21.200 0.0900 21.300 0.1100 21.400 0.1400 21.500 0.1600 21.600 0.1800 21.700 0.2000 21.800 0.2100 21.900 0.2300 22.000 0.2400 22.100 0.2600 22.200 0.2700 22.300 0.2800 22.400 0.2900 22.500 0.3000 22.600 0.3000 22.700 0.3100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 155 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.800 0.3200 22.900 0.3200 23.000 0.3300 23.100 0.3300 23.200 0.3400 23.300 0.3400 23.400 0.3500 23.600 0.3500 23.700 0.3600 23.800 0.3600 23.900 0.3700 24.000 0.3700 24.100 0.3800 24.200 0.3800 24.300 0.3900 24.700 0.3900 24.800 0.4000 25.600 0.4000 ------------------------------------------------------------------------------------------ Name: NA0250 Base Flow(cfs): 0.000 Init Stage(ft): 15.840 Group: A Warn Stage(ft): 32.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 15.740 0.0100 19.000 0.0100 19.100 0.0100 20.500 0.0100 20.600 0.0100 20.700 0.0100 20.800 0.0200 20.900 0.0400 21.000 0.0800 21.100 0.1500 21.200 0.2600 21.300 0.4200 21.400 0.6300 21.500 0.8500 21.600 1.0900 21.700 1.3200 21.800 1.5700 21.900 1.8500 22.000 2.1000 22.100 2.3500 22.200 2.6100 22.300 2.8600 22.400 3.1200 22.500 3.4200 22.600 3.7300 22.700 4.0400 22.800 4.3300 22.900 4.6300 23.000 4.9300 23.100 5.2100 23.200 5.4600 23.300 5.6700 23.400 5.9000 23.500 6.1100 23.600 6.3300 23.700 6.5400 23.800 6.7400 23.900 6.9400 24.000 7.1800 24.100 7.4300 24.200 7.6500 24.300 7.8300 24.400 7.9900 24.500 8.1500 24.600 8.3100 24.700 8.4900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 156 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.800 8.6400 24.900 8.7900 25.000 8.9200 25.100 9.0400 25.200 9.1400 25.300 9.2300 25.400 9.3100 25.500 9.3700 25.600 9.4400 25.700 9.5000 25.800 9.5700 25.900 9.6300 26.000 9.6800 26.100 9.7200 26.200 9.7700 26.300 9.8200 26.400 9.8600 26.500 9.8900 26.600 9.9200 26.700 9.9400 26.800 9.9500 26.900 9.9700 27.000 9.9800 27.100 9.9900 27.200 9.9900 27.300 10.0000 27.400 10.0100 27.500 10.0200 27.600 10.0200 27.700 10.0300 27.800 10.0400 27.900 10.0400 28.000 10.0500 28.100 10.0600 28.200 10.0700 28.300 10.0800 28.400 10.0900 28.500 10.1000 28.600 10.1000 28.700 10.1100 28.800 10.1200 28.900 10.1300 29.000 10.1400 29.100 10.1400 29.200 10.1500 29.300 10.1600 29.400 10.1700 29.500 10.1800 29.600 10.1900 29.700 10.1900 29.800 10.2000 29.900 10.2100 30.000 10.2100 30.100 10.2200 30.300 10.2300 30.400 10.2400 32.500 10.3200 ------------------------------------------------------------------------------------------ Name: NA0260 Base Flow(cfs): 0.000 Init Stage(ft): 17.340 Group: A Warn Stage(ft): 39.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.240 0.0100 19.200 0.0100 19.300 2.1100 19.400 2.1100 19.500 2.1200 19.600 2.1200 19.700 2.1300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 157 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 19.800 2.1300 19.900 2.1400 20.100 2.1400 20.200 2.1500 20.300 2.1500 20.400 2.1600 20.500 2.1700 20.600 2.1700 20.700 2.1800 20.800 2.1900 20.900 2.1900 21.000 2.2000 21.100 2.2100 21.200 2.2100 21.300 2.2200 21.400 2.2400 21.500 2.2500 21.600 2.2700 21.700 2.2900 21.800 2.3000 21.900 2.3300 22.000 2.3500 22.100 2.3800 22.200 2.4100 22.300 2.4400 22.400 2.4600 22.500 2.4900 22.600 2.5200 22.700 2.5500 22.800 2.5700 22.900 2.6000 23.000 2.6300 23.100 2.6600 23.200 2.6900 23.300 2.7100 23.400 2.7300 23.500 2.7500 23.600 2.7600 23.700 2.7700 23.800 2.7900 23.900 2.8100 24.000 2.8200 24.100 2.8400 24.200 2.8500 24.300 2.8700 24.400 2.8800 24.500 2.8900 24.600 2.9000 24.700 2.9200 24.800 2.9400 24.900 2.9600 25.000 2.9800 25.100 2.9900 25.200 3.0100 25.300 3.0300 25.400 3.0600 25.500 3.0900 25.600 3.1100 25.700 3.1300 25.800 3.1600 25.900 3.1900 26.000 3.2400 26.100 3.2900 26.200 3.3500 26.300 3.4200 26.400 3.4600 26.500 3.4900 26.600 3.5100 26.700 3.5300 26.800 3.5500 26.900 3.5800 27.000 3.6100 27.100 3.6600 27.200 3.7000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 158 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.300 3.7400 27.400 3.7800 27.500 3.8100 27.600 3.8400 27.700 3.8700 27.800 3.8900 27.900 3.9200 28.000 3.9500 28.100 3.9600 28.200 3.9900 28.300 4.0100 28.400 4.0400 28.500 4.0600 28.600 4.0800 28.700 4.1100 28.800 4.1400 28.900 4.1700 29.000 4.2100 29.100 4.2400 29.200 4.2600 29.300 4.3000 29.400 4.3300 29.500 4.3500 29.600 4.3800 29.700 4.4100 29.800 4.4400 29.900 4.4700 30.000 4.4900 30.100 4.5200 30.200 4.5500 30.300 4.5900 30.400 4.6200 30.500 4.6300 30.600 4.6500 30.700 4.6600 30.800 4.6800 30.900 4.7000 31.000 4.7200 31.100 4.7300 31.200 4.7500 31.300 4.7700 31.400 4.8000 31.500 4.8300 31.600 4.8500 31.700 4.8700 31.800 4.9000 31.900 4.9300 32.000 4.9700 32.100 5.0400 32.200 5.0900 32.300 5.1300 32.400 5.1700 32.500 5.2100 32.600 5.2800 32.700 5.3400 32.800 5.3900 32.900 5.4300 33.000 5.4600 33.100 5.4900 33.200 5.5300 33.300 5.5700 33.400 5.6100 33.500 5.6700 33.600 5.7600 33.700 5.8400 33.800 5.9000 33.900 5.9500 34.000 6.0000 34.100 6.0700 34.200 6.1100 34.300 6.1600 34.400 6.2100 34.500 6.2500 34.600 6.2800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 159 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.700 6.3100 34.800 6.3400 34.900 6.3700 35.000 6.3800 35.100 6.4000 35.200 6.4200 35.300 6.4400 35.400 6.4500 35.500 6.4600 35.600 6.4700 35.700 6.4700 35.800 6.4900 35.900 6.5000 36.000 6.5100 36.100 6.5200 36.200 6.5300 36.300 6.5400 36.400 6.5600 36.500 6.5700 36.600 6.5800 36.700 6.5900 36.800 6.6000 36.900 6.6100 37.000 6.6300 37.100 6.6400 37.200 6.6600 37.300 6.6700 37.400 6.6800 37.500 6.6900 37.600 6.7000 37.700 6.7200 37.800 6.7300 37.900 6.7400 38.000 6.7500 38.100 6.7700 38.200 6.7800 38.300 6.8000 38.400 6.8200 38.500 6.8300 38.600 6.8500 38.700 6.8600 38.800 6.8700 38.900 6.9000 39.000 6.9200 39.600 6.9200 ------------------------------------------------------------------------------------------ Name: NA0270 Base Flow(cfs): 0.000 Init Stage(ft): 17.840 Group: A Warn Stage(ft): 28.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.740 0.0100 22.200 0.0100 22.300 0.0100 22.500 0.0100 22.600 0.0100 22.700 0.0100 22.800 0.0200 22.900 0.0600 23.000 0.1100 23.100 0.2000 23.200 0.3300 23.300 0.4900 23.400 0.6600 23.500 0.8300 23.600 0.9700 23.700 1.1000 23.800 1.2300 23.900 1.3700 24.000 1.5100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 160 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.100 1.6300 24.200 1.7600 24.300 1.8800 24.400 2.0100 24.500 2.1500 24.600 2.2800 24.700 2.4200 24.800 2.5500 24.900 2.7000 25.000 2.8200 25.100 2.9400 25.200 3.0300 25.300 3.1300 25.400 3.2400 25.500 3.3400 25.600 3.4100 25.700 3.4700 25.800 3.5300 25.900 3.6000 26.000 3.6600 26.100 3.7400 26.200 3.8200 26.300 3.9000 26.400 3.9600 26.500 4.0400 26.600 4.1000 26.700 4.1500 26.800 4.2000 26.900 4.2400 27.000 4.2700 28.400 4.2700 ------------------------------------------------------------------------------------------ Name: NA0280 Base Flow(cfs): 0.000 Init Stage(ft): 18.700 Group: A Warn Stage(ft): 42.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.600 0.0100 24.300 0.0100 24.400 0.0100 24.500 0.0100 24.600 0.0100 24.800 0.0100 24.900 0.0200 25.400 0.0200 25.500 0.0300 25.600 0.0400 25.700 0.0600 25.800 0.0800 25.900 0.0900 26.000 0.1100 26.100 0.1500 26.200 0.1900 26.300 0.2300 26.400 0.2800 26.500 0.3200 26.600 0.3500 26.700 0.3800 26.800 0.4200 26.900 0.4400 27.000 0.4700 27.100 0.4900 27.200 0.5300 27.300 0.5600 27.400 0.5900 27.500 0.6200 27.600 0.6600 27.700 0.6900 27.800 0.7100 27.900 0.7300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 161 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.000 0.7500 28.100 0.7700 28.200 0.7800 28.300 0.7900 28.400 0.8100 28.500 0.8200 28.600 0.8300 28.700 0.8400 28.800 0.8400 28.900 0.8500 29.000 0.8500 29.100 0.8600 29.200 0.8600 29.300 0.8700 29.400 0.8700 29.500 0.8800 29.700 0.8800 29.800 0.8900 29.900 0.8900 30.000 0.9000 30.200 0.9000 30.300 0.9100 30.500 0.9100 30.600 0.9200 30.700 0.9200 30.800 0.9300 31.000 0.9300 31.100 0.9400 31.300 0.9400 31.400 0.9500 31.500 0.9500 31.600 0.9600 31.900 0.9600 32.000 0.9700 32.200 0.9700 32.300 0.9800 32.600 0.9800 32.700 0.9900 32.800 0.9900 32.900 1.0000 33.100 1.0000 33.200 1.0100 33.400 1.0100 33.500 1.0200 33.700 1.0200 33.800 1.0300 34.000 1.0300 34.100 1.0400 34.300 1.0400 34.400 1.0500 34.500 1.0500 34.600 1.0600 34.700 1.0600 34.800 1.0700 34.900 1.0800 35.000 1.0800 35.100 1.0900 35.200 1.0900 35.300 1.1000 35.500 1.1000 35.600 1.1100 35.700 1.1100 35.800 1.1200 35.900 1.1200 36.000 1.1300 36.200 1.1300 36.300 1.1400 36.400 1.1400 36.500 1.1500 36.600 1.1600 36.800 1.1600 36.900 1.1700 37.100 1.1700 37.200 1.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 162 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.300 1.1800 37.400 1.1900 37.600 1.1900 37.700 1.2000 37.800 1.2000 37.900 1.2100 38.100 1.2100 38.200 1.2200 38.400 1.2200 38.500 1.2300 38.600 1.2300 38.700 1.2400 38.800 1.2500 38.900 1.2500 39.000 1.2700 39.100 1.2800 39.200 1.2900 39.300 1.3000 39.400 1.3100 39.500 1.3200 39.600 1.3300 39.700 1.3400 39.800 1.3500 40.100 1.3500 40.200 1.3600 40.300 1.3600 40.400 1.3700 40.500 1.3700 40.600 1.3800 40.700 1.3800 40.800 1.3900 40.900 1.3900 41.000 1.4000 42.600 1.4000 ------------------------------------------------------------------------------------------ Name: NA0290 Base Flow(cfs): 0.000 Init Stage(ft): 18.700 Group: A Warn Stage(ft): 45.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.500 0.0100 24.800 0.0100 24.900 0.0100 25.100 0.0100 25.200 0.0100 25.300 0.0100 25.400 0.0300 25.500 0.0600 25.600 0.1000 25.700 0.1600 25.800 0.2400 25.900 0.3200 26.000 0.3900 26.100 0.4500 26.200 0.5500 26.300 0.6400 26.400 0.7400 26.500 0.8500 26.600 0.9400 26.700 1.0500 26.800 1.1400 26.900 1.2200 27.000 1.3100 27.100 1.4000 27.200 1.4800 27.300 1.5400 27.400 1.6000 27.500 1.6900 27.600 1.7700 27.700 1.8500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 163 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.800 1.9200 27.900 1.9700 28.000 2.0300 28.100 2.0800 28.200 2.1400 28.300 2.1900 28.400 2.2400 28.500 2.2900 28.600 2.3500 28.700 2.4000 28.800 2.4500 28.900 2.5000 29.000 2.5500 29.100 2.6000 29.200 2.6500 29.300 2.6900 29.400 2.7300 29.500 2.7700 29.600 2.8100 29.700 2.8400 29.800 2.8700 29.900 2.9000 30.000 2.9300 30.100 2.9600 30.200 2.9900 30.300 3.0200 30.400 3.0400 30.500 3.0600 30.600 3.0800 30.700 3.1100 30.800 3.1200 30.900 3.1400 31.000 3.1500 31.100 3.1600 31.200 3.1700 31.300 3.1800 31.400 3.1900 31.500 3.2000 31.600 3.2000 31.700 3.2100 31.800 3.2200 31.900 3.2300 32.000 3.2400 32.100 3.2500 32.200 3.2500 32.300 3.2600 32.400 3.2700 32.500 3.2800 32.600 3.2900 32.700 3.3000 32.800 3.3100 32.900 3.3100 33.000 3.3300 33.100 3.3400 33.200 3.3500 33.300 3.3600 33.400 3.3700 33.500 3.3900 33.600 3.4000 33.700 3.4200 33.800 3.4300 33.900 3.4500 34.000 3.4700 34.100 3.4800 34.200 3.4900 34.300 3.5000 34.400 3.5000 34.500 3.5100 34.600 3.5200 34.700 3.5200 34.800 3.5300 34.900 3.5400 35.000 3.5500 35.100 3.5600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 164 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.200 3.5600 35.300 3.5700 35.400 3.5800 35.500 3.5900 35.600 3.6000 35.700 3.6000 35.800 3.6200 35.900 3.6200 36.000 3.6300 36.100 3.6400 36.200 3.6500 36.300 3.6700 36.400 3.6800 36.500 3.7000 36.600 3.7100 36.700 3.7200 36.800 3.7300 36.900 3.7500 37.000 3.7700 37.100 3.7900 37.200 3.8100 37.300 3.8200 37.400 3.8500 37.500 3.8600 37.600 3.8700 37.700 3.8900 37.800 3.9000 37.900 3.9100 38.000 3.9300 38.100 3.9500 38.200 3.9600 38.300 3.9800 38.400 4.0000 38.500 4.0200 38.600 4.0300 38.700 4.0500 38.800 4.0700 38.900 4.0800 39.000 4.0900 39.100 4.1000 39.200 4.1200 39.300 4.1400 39.400 4.1600 39.500 4.1800 39.600 4.2000 39.700 4.2200 39.800 4.2400 39.900 4.2600 40.000 4.2800 40.100 4.3200 40.200 4.3500 40.300 4.3900 40.400 4.4200 40.500 4.4400 40.600 4.4600 40.700 4.4700 40.800 4.4900 40.900 4.5000 41.000 4.5100 41.100 4.5200 41.200 4.5300 41.300 4.5400 41.400 4.5500 41.500 4.5600 41.600 4.5700 41.700 4.5800 41.800 4.5900 41.900 4.5900 42.000 4.6000 42.100 4.6000 42.200 4.6100 42.300 4.6100 42.400 4.6200 42.500 4.6300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 165 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.700 4.6300 42.800 4.6400 42.900 4.6400 43.000 4.6500 43.100 4.6500 43.200 4.6600 45.400 4.6600 ------------------------------------------------------------------------------------------ Name: NA0300 Base Flow(cfs): 0.000 Init Stage(ft): 18.800 Group: A Warn Stage(ft): 41.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.700 0.0100 26.200 0.0100 26.300 0.0100 26.900 0.0100 27.000 0.0100 27.400 0.0100 27.500 0.0200 27.700 0.0200 27.800 0.0300 27.900 0.0300 28.000 0.0400 28.100 0.0500 28.200 0.0600 28.300 0.0700 28.400 0.0800 28.500 0.1000 28.600 0.1200 28.700 0.1400 28.800 0.1600 28.900 0.1800 29.000 0.2100 29.100 0.2500 29.200 0.2800 29.300 0.3100 29.400 0.3600 29.500 0.4200 29.600 0.4800 29.700 0.5500 29.800 0.6100 29.900 0.6700 30.000 0.7200 30.100 0.7700 30.200 0.8200 30.300 0.8800 30.400 0.9400 30.500 0.9900 30.600 1.0600 30.700 1.1200 30.800 1.1800 30.900 1.2400 31.000 1.2900 31.100 1.3400 31.200 1.3800 31.300 1.4100 31.400 1.4500 31.500 1.4700 31.600 1.5000 31.700 1.5300 31.800 1.5500 31.900 1.5700 32.000 1.6000 32.100 1.6200 32.200 1.6400 32.300 1.6600 32.400 1.6900 32.500 1.7100 32.600 1.7400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 166 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 32.700 1.7600 32.800 1.7900 32.900 1.8000 33.000 1.8300 33.100 1.8500 33.200 1.8700 33.300 1.8800 33.400 1.9000 33.500 1.9100 33.600 1.9300 33.700 1.9500 33.800 1.9600 33.900 1.9700 34.000 2.0000 34.100 2.0100 34.200 2.0300 34.300 2.0500 34.400 2.0600 34.500 2.0700 34.600 2.0800 34.700 2.0900 34.800 2.1000 34.900 2.1100 35.000 2.1200 35.100 2.1300 35.200 2.1400 35.300 2.1500 35.400 2.1600 35.500 2.1700 35.600 2.1700 35.700 2.1800 35.800 2.1900 35.900 2.2000 36.000 2.2100 36.100 2.2200 36.200 2.2200 36.300 2.2300 36.400 2.2300 36.500 2.2400 41.100 2.2400 ------------------------------------------------------------------------------------------ Name: NA0310 Base Flow(cfs): 0.000 Init Stage(ft): 20.700 Group: A Warn Stage(ft): 46.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.070 0.0100 28.200 0.0100 28.300 0.0100 28.700 0.0100 28.800 0.0100 28.900 0.0100 29.000 0.0200 29.100 0.0200 29.200 0.0400 29.300 0.0600 29.400 0.0800 29.500 0.0900 29.600 0.1200 29.700 0.1300 29.800 0.1500 29.900 0.1700 30.000 0.1900 30.100 0.2000 30.200 0.2300 30.300 0.2600 30.400 0.2900 30.500 0.3300 30.600 0.4000 30.700 0.4700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 167 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.800 0.5600 30.900 0.6600 31.000 0.7400 31.100 0.8300 31.200 0.9100 31.300 0.9800 31.400 1.0500 31.500 1.1300 31.600 1.2200 31.700 1.3100 31.800 1.3900 31.900 1.4700 32.000 1.5300 32.100 1.6000 32.200 1.6700 32.300 1.7500 32.400 1.8300 32.500 1.9300 32.600 2.0100 32.700 2.0900 32.800 2.1700 32.900 2.2700 33.000 2.3500 33.100 2.4300 33.200 2.5100 33.300 2.5800 33.400 2.6600 33.500 2.7500 33.600 2.8500 33.700 2.9500 33.800 3.0900 33.900 3.2100 34.000 3.3500 34.100 3.5100 34.200 3.6400 34.300 3.7100 34.400 3.7900 34.500 3.8600 34.600 3.9300 34.700 4.0100 34.800 4.0700 34.900 4.1300 35.000 4.2200 35.100 4.3000 35.200 4.3900 35.300 4.4600 35.400 4.5100 35.500 4.5700 35.600 4.6200 35.700 4.6700 35.800 4.7200 35.900 4.7700 36.000 4.8300 36.100 4.8900 36.200 4.9700 36.300 5.0700 36.400 5.1700 36.500 5.2400 36.600 5.2800 36.700 5.3200 36.800 5.3500 36.900 5.3900 37.000 5.4200 37.100 5.4400 37.200 5.4900 37.300 5.5300 37.400 5.5600 37.500 5.6100 37.600 5.6500 37.700 5.6900 37.800 5.7400 37.900 5.7900 38.000 5.8500 38.100 5.9000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 168 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 38.200 5.9600 38.300 6.0200 38.400 6.0700 38.500 6.1200 38.600 6.1600 38.700 6.1800 38.800 6.2200 38.900 6.2500 39.000 6.2800 39.100 6.3100 39.200 6.3400 39.300 6.3700 39.400 6.3900 39.500 6.4300 39.600 6.4600 39.700 6.4800 39.800 6.5100 39.900 6.5400 40.000 6.5600 40.100 6.5800 40.200 6.6000 40.300 6.6100 40.400 6.6300 40.500 6.6400 40.600 6.6600 40.700 6.6700 40.800 6.6900 40.900 6.7000 41.000 6.7200 41.100 6.7200 41.200 6.7400 41.300 6.7500 41.400 6.7700 41.500 6.7800 41.600 6.7900 41.700 6.8100 41.800 6.8300 41.900 6.8400 42.000 6.8500 42.100 6.8600 42.200 6.8800 42.300 6.8900 42.400 6.9100 42.500 6.9200 42.600 6.9300 42.700 6.9500 42.800 6.9600 42.900 6.9700 43.000 6.9900 43.100 7.0100 43.200 7.0200 43.300 7.0400 43.400 7.0500 43.500 7.0600 43.600 7.0700 43.700 7.0800 43.800 7.0900 43.900 7.1000 46.100 7.1000 ------------------------------------------------------------------------------------------ Name: NA0320 Base Flow(cfs): 0.000 Init Stage(ft): 22.200 Group: A Warn Stage(ft): 43.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 22.100 0.0100 27.200 0.0100 27.300 0.0100 27.700 0.0100 27.800 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 169 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.100 0.0100 28.200 0.0200 28.700 0.0200 28.800 0.0300 29.100 0.0300 29.200 0.0400 29.400 0.0400 29.500 0.0500 29.600 0.0600 29.700 0.0700 29.800 0.0900 29.900 0.1000 30.000 0.1100 30.100 0.1300 30.200 0.1400 30.300 0.1500 30.400 0.1700 30.500 0.1800 30.600 0.2000 30.700 0.2100 30.800 0.2200 30.900 0.2300 31.000 0.2400 31.100 0.2600 31.200 0.2700 31.300 0.2900 31.400 0.3000 31.500 0.3100 31.600 0.3200 31.700 0.3400 31.800 0.3500 31.900 0.3700 32.000 0.4000 32.100 0.4200 32.200 0.4400 32.300 0.4600 32.400 0.4800 32.500 0.5000 32.600 0.5100 32.700 0.5300 32.800 0.5400 32.900 0.5500 33.000 0.5500 33.100 0.5600 33.200 0.5700 33.300 0.5700 33.400 0.5800 33.500 0.5900 33.600 0.6000 33.700 0.6100 33.800 0.6200 33.900 0.6300 34.000 0.6400 34.100 0.6500 34.200 0.6600 34.300 0.6700 34.400 0.6800 34.500 0.6900 34.600 0.6900 34.700 0.7000 34.800 0.7100 35.000 0.7100 35.100 0.7200 35.200 0.7200 35.300 0.7300 35.400 0.7400 35.500 0.7500 35.600 0.7500 35.700 0.7600 35.800 0.7600 35.900 0.7700 36.000 0.7800 36.100 0.7900 36.200 0.8000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 170 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 36.300 0.8100 36.400 0.8100 36.500 0.8200 36.600 0.8200 36.700 0.8300 36.800 0.8400 36.900 0.8500 37.000 0.8500 37.100 0.8600 37.200 0.8600 37.300 0.8700 37.400 0.8700 37.500 0.8800 37.600 0.8800 37.700 0.8900 37.900 0.8900 38.000 0.9000 38.100 0.9000 38.200 0.9100 38.300 0.9100 38.400 0.9200 38.500 0.9200 38.600 0.9300 38.700 0.9400 39.000 0.9400 39.100 0.9500 39.200 0.9500 39.300 0.9600 43.600 0.9600 ------------------------------------------------------------------------------------------ Name: NA0330 Base Flow(cfs): 0.000 Init Stage(ft): 22.360 Group: A Warn Stage(ft): 43.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 22.260 0.0100 25.400 0.0100 25.500 0.0100 28.100 0.0100 28.200 0.0100 29.200 0.0100 29.300 0.0200 29.500 0.0200 29.600 0.0300 29.800 0.0300 29.900 0.0400 30.100 0.0400 30.200 0.0500 30.300 0.0500 30.400 0.0600 30.500 0.0700 30.600 0.0800 30.700 0.0900 30.800 0.1100 30.900 0.1300 31.000 0.1600 31.100 0.1900 31.200 0.2200 31.300 0.2700 31.400 0.3100 31.500 0.3400 31.600 0.3800 31.700 0.4200 31.800 0.4600 31.900 0.5000 32.000 0.5500 32.100 0.6000 32.200 0.6700 32.300 0.7300 32.400 0.7900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 171 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 32.500 0.8400 32.600 0.9100 32.700 0.9700 32.800 1.0300 32.900 1.0900 33.000 1.1400 33.100 1.1900 33.200 1.2300 33.300 1.2800 33.400 1.3400 33.500 1.4000 33.600 1.4600 33.700 1.5100 33.800 1.5600 33.900 1.6000 34.000 1.6400 34.100 1.6800 34.200 1.7200 34.300 1.7500 34.400 1.7900 34.500 1.8100 34.600 1.8400 34.700 1.8700 34.800 1.9000 34.900 1.9200 35.000 1.9500 35.100 1.9700 35.200 2.0000 35.300 2.0300 35.400 2.0600 35.500 2.0900 35.600 2.1300 35.700 2.1600 35.800 2.2000 35.900 2.2300 36.000 2.2600 36.100 2.2900 36.200 2.3300 36.300 2.3700 36.400 2.4100 36.500 2.4400 36.600 2.4700 36.700 2.5000 36.800 2.5400 36.900 2.5700 37.000 2.6000 37.100 2.6400 37.200 2.6800 37.300 2.7000 37.400 2.7200 37.500 2.7500 37.600 2.7700 37.700 2.8000 37.800 2.8300 37.900 2.8600 38.000 2.9000 38.100 2.9500 38.200 3.0000 38.300 3.0400 38.400 3.0800 38.500 3.1200 38.600 3.1700 38.700 3.2000 38.800 3.2200 38.900 3.2400 39.000 3.2600 39.100 3.2700 39.200 3.2800 39.300 3.2900 39.400 3.3000 39.500 3.3100 39.600 3.3200 39.700 3.3200 39.800 3.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 172 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 39.900 3.3300 40.000 3.3400 43.400 3.3400 ------------------------------------------------------------------------------------------ Name: NA0340 Base Flow(cfs): 0.000 Init Stage(ft): 25.330 Group: A Warn Stage(ft): 42.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 25.040 0.0100 31.700 0.0100 31.800 0.0100 32.200 0.0100 32.300 0.0100 32.400 0.0100 32.500 0.0200 32.600 0.0200 32.700 0.0300 32.800 0.0300 32.900 0.0400 33.100 0.0400 33.200 0.0500 33.400 0.0500 33.500 0.0600 33.900 0.0600 34.000 0.0700 34.200 0.0700 34.300 0.0800 34.400 0.0800 34.500 0.0900 34.600 0.1000 34.700 0.1100 34.800 0.1100 34.900 0.1200 35.000 0.1300 35.100 0.1500 35.200 0.1600 35.300 0.1700 35.400 0.1900 35.500 0.1900 35.600 0.2000 35.700 0.2000 35.800 0.2100 35.900 0.2200 36.000 0.2200 36.100 0.2300 36.200 0.2300 36.300 0.2400 36.400 0.2500 36.500 0.2500 36.600 0.2600 36.700 0.2600 36.800 0.2700 36.900 0.2800 37.100 0.2800 37.200 0.2900 42.500 0.2900 ------------------------------------------------------------------------------------------ Name: NA0350 Base Flow(cfs): 0.000 Init Stage(ft): 28.840 Group: A Warn Stage(ft): 48.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 28.740 0.0100 30.500 0.0100 30.600 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 173 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 31.800 0.0100 31.900 0.0100 32.400 0.0100 32.500 0.0200 32.800 0.0200 32.900 0.0300 33.100 0.0300 33.200 0.0400 33.300 0.0500 33.500 0.0500 33.600 0.0600 33.900 0.0600 34.000 0.0700 34.200 0.0700 34.300 0.0800 34.600 0.0800 34.700 0.0900 34.800 0.1000 34.900 0.1100 35.000 0.1200 35.100 0.1300 35.200 0.1400 35.300 0.1600 35.400 0.1800 35.500 0.1900 35.600 0.2200 35.700 0.2400 35.800 0.2800 35.900 0.3300 36.000 0.3800 36.100 0.4400 36.200 0.4900 36.300 0.5400 36.400 0.5800 36.500 0.6300 36.600 0.6900 36.700 0.7500 36.800 0.8200 36.900 0.8900 37.000 0.9800 37.100 1.0600 37.200 1.1200 37.300 1.1800 37.400 1.2400 37.500 1.3000 37.600 1.3600 37.700 1.4100 37.800 1.4700 37.900 1.5200 38.000 1.5700 38.100 1.6300 38.200 1.6900 38.300 1.7500 38.400 1.8100 38.500 1.8600 38.600 1.9100 38.700 1.9600 38.800 2.0200 38.900 2.0700 39.000 2.1200 39.100 2.1600 39.200 2.2200 39.300 2.2700 39.400 2.3300 39.500 2.3900 39.600 2.4400 39.700 2.5000 39.800 2.5600 39.900 2.6400 40.000 2.7100 40.100 2.7800 40.200 2.8400 40.300 2.9100 40.400 2.9500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 174 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 40.500 3.0000 40.600 3.0500 40.700 3.1100 40.800 3.1600 40.900 3.2200 41.000 3.2800 41.100 3.3200 41.200 3.3800 41.300 3.4300 41.400 3.4800 41.500 3.5400 41.600 3.6100 41.700 3.6500 41.800 3.7100 41.900 3.7600 42.000 3.8100 42.100 3.8600 42.200 3.9100 42.300 3.9800 42.400 4.0400 42.500 4.1000 42.600 4.1700 42.700 4.2300 42.800 4.3000 42.900 4.3600 43.000 4.4200 43.100 4.4700 43.200 4.5400 43.300 4.5900 43.400 4.6400 43.500 4.6900 43.600 4.7500 43.700 4.8200 43.800 4.8600 43.900 4.9200 44.000 4.9700 44.100 5.0300 44.200 5.0800 44.300 5.1500 44.400 5.2100 44.500 5.2700 44.600 5.3400 44.700 5.3900 44.800 5.4500 44.900 5.5100 45.000 5.5600 45.100 5.6100 45.200 5.6500 45.300 5.7000 45.400 5.7400 45.500 5.7900 45.600 5.8500 45.700 5.9200 45.800 5.9800 45.900 6.0400 46.000 6.1000 46.100 6.1600 46.200 6.1900 46.300 6.2300 46.400 6.2600 46.500 6.2800 46.600 6.3200 46.700 6.3600 46.800 6.3900 46.900 6.4200 47.000 6.4400 47.100 6.4800 47.200 6.4900 48.200 6.4900 ------------------------------------------------------------------------------------------ Name: NA0360 Base Flow(cfs): 0.000 Init Stage(ft): 30.170 Group: A Warn Stage(ft): 40.300 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 175 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 30.070 0.0100 36.600 0.0100 36.700 0.0100 37.200 0.0100 37.300 0.0100 38.100 0.0100 38.200 0.0200 38.300 0.0200 38.400 0.0300 38.500 0.0400 38.600 0.0600 38.700 0.0700 38.800 0.0900 38.900 0.1100 39.000 0.1300 39.100 0.1500 39.200 0.1700 39.300 0.1800 39.400 0.1900 40.300 0.1900 ------------------------------------------------------------------------------------------ Name: NA0370 Base Flow(cfs): 0.000 Init Stage(ft): 31.140 Group: A Warn Stage(ft): 41.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 31.040 0.0100 36.900 0.0100 37.000 0.0100 38.300 0.0100 38.400 0.0100 38.700 0.0100 38.800 0.0200 38.900 0.0300 39.000 0.0300 39.100 0.0400 39.200 0.0500 39.300 0.0500 39.400 0.0600 39.600 0.0600 39.700 0.0700 40.000 0.0700 40.100 0.0800 40.300 0.0800 40.400 0.0900 40.500 0.0900 40.600 0.1000 40.700 0.1000 40.800 0.1100 40.900 0.1200 41.000 0.1300 41.700 0.1300 ------------------------------------------------------------------------------------------ Name: NA0380 Base Flow(cfs): 0.000 Init Stage(ft): 31.240 Group: A Warn Stage(ft): 42.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 31.140 0.0100 39.800 0.0100 39.900 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 176 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 40.100 0.0100 40.200 0.0100 40.400 0.0100 40.500 0.0300 40.600 0.0600 40.700 0.0900 40.800 0.1400 40.900 0.1700 41.000 0.2000 41.100 0.2300 41.200 0.2600 41.300 0.2800 41.400 0.3000 41.500 0.3200 41.600 0.3300 41.700 0.3400 41.800 0.3500 41.900 0.3700 42.700 0.3700 ------------------------------------------------------------------------------------------ Name: NA0390 Base Flow(cfs): 0.000 Init Stage(ft): 33.140 Group: A Warn Stage(ft): 46.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 33.040 0.0100 40.400 0.0100 40.500 0.0100 40.600 0.0100 40.700 0.0100 41.000 0.0100 41.100 0.0200 41.200 0.0400 41.300 0.0500 41.400 0.0700 41.500 0.0900 41.600 0.1000 41.700 0.1400 41.800 0.1700 41.900 0.2000 42.000 0.2400 42.100 0.3000 42.200 0.3600 42.300 0.4400 42.400 0.5000 42.500 0.5600 42.600 0.6400 42.700 0.7000 42.800 0.7700 42.900 0.8300 43.000 0.9000 43.100 0.9500 43.200 0.9800 43.300 1.0100 43.400 1.0400 43.500 1.0700 43.600 1.1000 43.700 1.1300 43.800 1.1700 43.900 1.2000 44.000 1.2300 44.100 1.2600 44.200 1.2800 44.300 1.3000 44.400 1.3300 44.500 1.3600 44.600 1.4000 44.700 1.4400 44.800 1.4800 44.900 1.5200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 177 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 45.000 1.5600 45.100 1.5900 45.200 1.6200 45.300 1.6400 45.400 1.6500 45.500 1.6600 46.000 1.6600 ------------------------------------------------------------------------------------------ Name: NA0400 Base Flow(cfs): 0.000 Init Stage(ft): 34.430 Group: A Warn Stage(ft): 49.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 34.330 0.0100 40.300 0.0100 40.400 0.0100 40.600 0.0100 40.700 0.0100 40.800 0.0100 40.900 0.0200 41.000 0.0300 41.100 0.0400 41.200 0.0500 41.300 0.0600 41.400 0.0800 41.500 0.1000 41.600 0.1200 41.700 0.1400 41.800 0.1800 41.900 0.2200 42.000 0.2800 42.100 0.3300 42.200 0.3900 42.300 0.4600 42.400 0.5500 42.500 0.6400 42.600 0.7500 42.700 0.8800 42.800 0.9800 42.900 1.1000 43.000 1.2200 43.100 1.3300 43.200 1.4600 43.300 1.5900 43.400 1.7200 43.500 1.8200 43.600 1.9000 43.700 1.9700 43.800 2.0300 43.900 2.1000 44.000 2.1700 44.100 2.2200 44.200 2.2800 44.300 2.3300 44.400 2.4000 44.500 2.5000 44.600 2.5700 44.700 2.6300 44.800 2.7100 44.900 2.7700 45.000 2.8300 45.100 2.8800 45.200 2.9300 45.300 2.9800 45.400 3.0300 45.500 3.0800 45.600 3.1200 45.700 3.1800 45.800 3.2200 45.900 3.2900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 178 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.000 3.3500 46.100 3.4100 46.200 3.4700 46.300 3.5300 46.400 3.5800 46.500 3.6300 46.600 3.6800 46.700 3.7600 46.800 3.8200 46.900 3.8800 47.000 3.9500 47.100 4.0300 47.200 4.1200 47.300 4.2600 47.400 4.3500 47.500 4.4300 47.600 4.5300 47.700 4.8300 47.800 5.0700 47.900 5.1400 48.000 5.1600 48.100 5.1700 48.200 5.1800 49.000 5.1800 ------------------------------------------------------------------------------------------ Name: NA0410 Base Flow(cfs): 0.000 Init Stage(ft): 35.160 Group: A Warn Stage(ft): 54.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 35.060 0.0100 41.900 0.0100 42.000 0.0100 42.200 0.0100 42.300 0.0100 42.400 0.0200 42.500 0.0300 42.600 0.0500 42.700 0.1000 42.800 0.1500 42.900 0.1900 43.000 0.2300 43.100 0.2800 43.200 0.3200 43.300 0.3800 43.400 0.4000 43.500 0.4300 43.600 0.4700 43.700 0.5200 43.800 0.5800 43.900 0.6400 44.000 0.7200 44.100 0.8000 44.200 0.9000 44.300 1.0100 44.400 1.1500 44.500 1.3700 44.600 1.4800 44.700 1.5700 44.800 1.6500 44.900 1.7300 45.000 1.8100 45.100 1.8800 45.200 1.9600 45.300 2.0300 45.400 2.1100 45.500 2.1700 45.600 2.2400 45.700 2.3100 45.800 2.3800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 179 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 45.900 2.4400 46.000 2.5000 46.100 2.5600 46.200 2.6300 46.300 2.7000 46.400 2.7600 46.500 2.8300 46.600 2.8800 46.700 2.9500 46.800 3.0300 46.900 3.1100 47.000 3.1900 47.100 3.2900 47.200 3.3900 47.300 3.4800 47.400 3.5800 47.500 3.7000 47.600 3.8600 47.700 3.9900 47.800 4.1200 47.900 4.2400 48.000 4.3400 48.100 4.4300 48.200 4.5100 48.300 4.5900 48.400 4.6800 48.500 4.7600 48.600 4.8400 48.700 4.9200 48.800 5.0000 48.900 5.0600 49.000 5.1100 49.100 5.1600 49.200 5.2000 49.300 5.2400 49.400 5.2800 49.500 5.3100 49.600 5.3400 49.700 5.3700 49.800 5.4100 49.900 5.4600 50.000 5.5000 50.100 5.5300 50.200 5.5600 50.300 5.6000 50.400 5.6500 50.500 5.6800 50.600 5.7200 50.700 5.7500 50.800 5.7700 50.900 5.7900 51.000 5.8100 51.100 5.8300 51.200 5.8400 51.300 5.8500 51.400 5.8600 51.500 5.8700 51.600 5.8800 51.700 5.8800 51.800 5.8900 52.100 5.8900 52.200 5.9000 54.200 5.9000 ------------------------------------------------------------------------------------------ Name: NA0420 Base Flow(cfs): 0.000 Init Stage(ft): 35.160 Group: A Warn Stage(ft): 57.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 35.060 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 180 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.400 0.0100 35.500 0.0100 36.000 0.0100 36.100 0.0100 36.200 0.0100 36.300 5.3400 36.400 5.4000 36.500 5.4600 36.600 5.5200 36.700 5.5800 36.800 5.6300 36.900 5.6900 37.000 5.7400 37.100 5.7900 37.200 5.8200 37.300 5.8600 37.400 5.8900 37.500 5.9300 37.600 5.9500 37.700 5.9800 37.800 6.0100 37.900 6.0400 38.000 6.0500 38.100 6.0700 38.200 6.0900 38.300 6.1200 38.400 6.1400 38.500 6.1600 38.600 6.1900 38.700 6.2100 38.800 6.2400 38.900 6.2500 39.000 6.2700 39.100 6.2900 39.200 6.3100 39.300 6.3300 39.400 6.3500 39.500 6.3700 39.600 6.3900 39.700 6.4100 39.800 6.4300 39.900 6.4500 40.000 6.4700 40.100 6.4900 40.200 6.5000 40.300 6.5200 40.400 6.5400 40.500 6.5600 40.600 6.5800 40.700 6.5900 40.800 6.6100 40.900 6.6400 41.000 6.6600 41.100 6.6800 41.200 6.7000 41.300 6.7200 41.400 6.7400 41.500 6.7500 41.600 6.7700 41.700 6.7800 41.800 6.7900 41.900 6.8200 42.000 6.8400 42.100 6.8600 42.200 6.8900 42.300 6.9200 42.400 6.9400 42.500 6.9600 42.600 6.9700 42.700 6.9900 42.800 7.0100 42.900 7.0200 43.000 7.0300 43.100 7.0400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 181 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 43.200 7.0600 43.300 7.0800 43.400 7.1000 43.500 7.1400 43.600 7.1700 43.700 7.2000 43.800 7.2200 43.900 7.2500 44.000 7.2600 44.100 7.2700 44.200 7.2800 44.300 7.3000 44.400 7.3200 44.500 7.3500 44.600 7.3700 44.700 7.4100 44.800 7.4500 44.900 7.5000 45.000 7.5500 45.100 7.6000 45.200 7.6500 45.300 7.7000 45.400 7.7600 45.500 7.8200 45.600 7.8900 45.700 7.9800 45.800 8.0500 45.900 8.1300 46.000 8.2300 46.100 8.3400 46.200 8.4500 46.300 8.5500 46.400 8.6500 46.500 8.7600 46.600 8.8500 46.700 8.9500 46.800 9.0400 46.900 9.1400 47.000 9.2200 47.100 9.3300 47.200 9.4400 47.300 9.5400 47.400 9.6500 47.500 9.7600 47.600 9.8700 47.700 10.0000 47.800 10.1300 47.900 10.2500 48.000 10.3600 48.100 10.4600 48.200 10.5600 48.300 10.6600 48.400 10.7400 48.500 10.8200 48.600 10.8900 48.700 10.9800 48.800 11.0700 48.900 11.1600 49.000 11.2500 49.100 11.3400 49.200 11.4500 49.300 11.5600 49.400 11.6900 49.500 11.8200 49.600 11.9700 49.700 12.1500 49.800 12.3300 49.900 12.5900 50.000 12.8900 50.100 13.2000 50.200 13.4000 50.300 13.5800 50.400 13.7600 50.500 13.9700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 182 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.600 14.2800 50.700 14.5800 50.800 14.8600 50.900 15.0700 51.000 15.3700 51.100 15.5900 51.200 15.7800 51.300 15.9400 51.400 16.0700 51.500 16.1800 51.600 16.2700 51.700 16.3600 51.800 16.4200 51.900 16.4700 52.000 16.5200 52.100 16.5800 52.200 16.6400 52.300 16.6800 52.400 16.7400 52.500 16.7800 52.600 16.8200 52.700 16.8700 52.800 16.9100 52.900 16.9500 53.000 16.9800 53.100 17.0100 53.200 17.0400 53.300 17.0700 53.400 17.1000 53.500 17.1400 53.600 17.1600 53.700 17.2000 53.800 17.2200 53.900 17.2500 54.000 17.2800 54.100 17.3000 54.200 17.3300 54.300 17.3600 54.400 17.3900 54.500 17.4200 54.600 17.4600 54.700 17.5000 54.800 17.5500 54.900 17.5800 55.000 17.6200 55.100 17.6600 55.200 17.7100 55.300 17.7600 55.400 17.8200 55.500 17.9200 55.600 18.0500 55.700 18.1200 55.800 18.1800 55.900 18.2300 56.000 18.2600 56.100 18.2700 56.200 18.2700 56.300 18.2800 56.700 18.2800 56.800 18.2900 57.000 18.2900 ------------------------------------------------------------------------------------------ Name: NA0430 Base Flow(cfs): 0.000 Init Stage(ft): 40.900 Group: A Warn Stage(ft): 50.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 40.340 0.0100 45.000 0.0100 45.100 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 183 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.500 0.0100 46.600 0.0100 46.700 0.0100 46.800 0.0200 47.000 0.0200 47.100 0.0300 47.200 0.0400 47.300 0.0500 47.400 0.0500 47.500 0.0600 47.600 0.0700 47.700 0.0800 47.800 0.1000 47.900 0.1300 48.000 0.1700 48.100 0.2400 48.200 0.3500 48.300 0.4800 48.400 0.6400 48.500 0.8400 48.600 1.1000 48.700 1.3500 48.800 1.6000 48.900 1.8300 49.000 2.0800 49.100 2.3300 49.200 2.4900 49.300 2.6600 49.400 2.8000 49.500 2.9500 49.600 3.1000 49.700 3.2000 49.800 3.2900 49.900 3.3600 50.000 3.4300 50.100 3.4700 50.200 3.5000 50.800 3.5000 ------------------------------------------------------------------------------------------ Name: NA0440 Base Flow(cfs): 0.000 Init Stage(ft): 41.040 Group: A Warn Stage(ft): 50.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 40.940 0.0100 45.100 0.0100 45.200 0.0100 45.400 0.0100 45.500 0.0100 46.100 0.0100 46.200 0.0140 46.700 0.0140 46.800 0.0170 46.900 0.0180 47.000 0.0280 47.200 0.0300 47.300 0.0350 47.400 0.0430 47.500 0.0620 47.600 0.0820 47.700 0.1110 47.800 0.1300 47.900 0.1590 48.000 0.1980 48.100 0.2170 48.200 0.2560 48.300 0.2940 48.400 0.3230 48.500 0.3720 48.600 0.4570 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 184 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 48.700 0.5370 48.800 0.6100 48.900 0.6920 49.000 0.7760 49.100 0.9580 49.200 1.0300 49.300 1.0990 49.400 1.2470 49.500 1.3690 49.600 1.4960 49.700 1.6200 49.800 1.7010 49.900 1.7670 50.000 1.8620 50.100 1.9290 50.200 1.9290 50.300 1.9290 ------------------------------------------------------------------------------------------ Name: NA0450 Base Flow(cfs): 0.000 Init Stage(ft): 41.140 Group: A Warn Stage(ft): 54.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 41.040 0.0100 47.200 0.0100 47.300 0.0100 48.000 0.0100 48.100 0.0100 48.500 0.0100 48.600 0.0198 48.800 0.0199 48.900 0.0399 49.000 0.0417 49.100 0.0714 49.200 0.0864 49.300 0.0965 49.600 0.1000 49.700 0.1100 50.500 0.1100 50.600 0.1200 50.900 0.1200 51.000 0.1300 51.200 0.1300 51.300 0.1400 51.400 0.1500 51.500 0.1500 51.600 0.1600 51.700 0.1800 51.800 0.2200 51.900 0.2800 52.000 0.2900 52.100 0.3100 52.200 0.3200 52.300 0.3300 52.400 0.3300 52.500 0.3400 54.200 0.3400 ------------------------------------------------------------------------------------------ Name: NA0460 Base Flow(cfs): 0.000 Init Stage(ft): 41.240 Group: A Warn Stage(ft): 59.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 41.140 0.0100 45.400 0.0100 45.500 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 185 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.700 0.0100 46.800 0.0100 47.300 0.0100 47.400 0.0200 47.800 0.0200 47.900 0.0300 48.000 0.0300 48.100 0.0400 48.200 0.0600 48.300 0.0700 48.400 0.0700 48.500 0.0700 48.600 0.0800 48.700 0.0800 48.800 0.0800 48.900 0.0900 49.000 0.1000 49.100 0.1800 49.200 0.2300 49.300 0.5100 49.400 0.5900 49.500 0.6500 49.600 0.7300 49.700 0.7800 49.800 0.8200 49.900 0.8600 50.000 0.9100 50.100 0.9100 50.200 0.9100 50.300 0.9300 50.400 0.9300 50.500 1.0900 50.600 1.2300 50.700 1.3200 50.800 1.3900 50.900 1.4600 51.000 1.5000 51.100 1.5400 51.200 1.5700 51.300 1.5900 51.400 1.6300 51.500 1.6700 51.600 1.7100 51.700 1.7700 51.800 1.8400 51.900 1.8900 52.000 1.9900 52.100 2.0700 52.200 2.1500 52.300 2.2200 52.400 2.2700 52.500 2.3200 52.600 2.3500 52.700 2.3900 52.800 2.4300 52.900 2.4600 53.000 2.5500 53.100 2.5900 53.200 2.6100 53.300 2.6300 53.400 2.6400 53.500 2.6600 53.600 2.6700 53.700 2.6800 53.800 2.7000 53.900 2.7000 54.000 2.7100 54.100 2.7300 54.200 2.7300 54.300 2.7400 54.400 2.7500 54.500 2.7600 54.600 2.7700 54.700 2.7800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 186 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.800 2.7800 54.900 2.8000 55.000 2.8000 55.100 2.8100 55.200 2.8200 55.300 2.8200 55.400 2.8300 55.500 2.8300 55.600 2.8400 55.700 2.8500 55.800 2.8600 55.900 2.8600 56.000 2.8700 56.100 2.8800 56.200 2.8800 56.300 2.8900 56.400 2.9000 56.500 2.9100 56.600 2.9300 56.700 2.9700 56.800 3.0400 56.900 3.0700 57.000 3.0800 57.100 3.0900 57.200 3.0900 57.300 3.1000 57.500 3.1000 57.600 3.1100 57.800 3.1100 57.900 3.1200 58.100 3.1200 58.200 3.1300 58.300 3.1300 58.400 3.1400 59.900 3.1400 ------------------------------------------------------------------------------------------ Name: NA0460_SITE Base Flow(cfs): 0.000 Init Stage(ft): 47.000 Group: A Warn Stage(ft): 50.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.000 0.1700 47.700 0.2100 49.510 0.3200 50.000 0.3500 50.500 0.3800 ------------------------------------------------------------------------------------------ Name: NA0470 Base Flow(cfs): 0.000 Init Stage(ft): 41.440 Group: A Warn Stage(ft): 53.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 41.340 0.0100 49.500 0.0100 49.600 0.0100 49.900 0.0100 50.000 0.0100 50.100 0.0200 50.200 0.0200 50.300 0.0300 50.400 0.0400 50.500 0.0500 50.600 0.0600 50.700 0.0800 50.800 0.1100 50.900 0.1500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 187 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.000 0.1800 51.100 0.2300 51.200 0.2700 51.300 0.3200 51.400 0.3700 51.500 0.4000 51.600 0.4300 51.700 0.4500 51.800 0.4700 51.900 0.4800 52.000 0.4800 52.100 0.4900 52.300 0.4900 52.400 0.5000 52.500 0.5100 52.600 0.5200 52.700 0.5300 52.800 0.5400 53.500 0.5400 ------------------------------------------------------------------------------------------ Name: NA0480 Base Flow(cfs): 0.000 Init Stage(ft): 41.740 Group: A Warn Stage(ft): 64.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 41.640 0.0100 47.600 0.0100 47.700 0.0100 47.800 0.0100 47.900 0.0100 48.000 0.0100 48.100 0.0200 48.200 0.0300 48.300 0.0300 48.400 0.0500 48.500 0.0800 48.600 0.1200 48.700 0.1800 48.800 0.2400 48.900 0.2900 49.000 0.3500 49.100 0.3900 49.200 0.4500 49.300 0.4900 49.400 0.5300 49.500 0.5800 49.600 0.6200 49.700 0.6700 49.800 0.7100 49.900 0.7600 50.000 0.8100 50.100 0.8600 50.200 0.9100 50.300 0.9500 50.400 0.9900 50.500 1.0400 50.600 1.1100 50.700 1.1700 50.800 1.2500 50.900 1.3400 51.000 1.4400 51.100 1.5800 51.200 1.7200 51.300 1.8800 51.400 2.0500 51.500 2.2100 51.600 2.3900 51.700 2.5900 51.800 2.8000 51.900 2.9800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 188 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.000 3.1300 52.100 3.2700 52.200 3.3800 52.300 3.5100 52.400 3.6400 52.500 3.7800 52.600 3.9500 52.700 4.1500 52.800 4.3500 52.900 4.6400 53.000 4.9200 53.100 5.2100 53.200 5.4600 53.300 5.6600 53.400 5.7800 53.500 5.9100 53.600 6.0500 53.700 6.1800 53.800 6.3300 53.900 6.4400 54.000 6.5400 54.100 6.6100 54.200 6.6900 54.300 6.7600 54.400 6.8200 54.500 6.8900 54.600 6.9700 54.700 7.0500 54.800 7.1200 54.900 7.1900 55.000 7.2700 55.100 7.3400 55.200 7.4200 55.300 7.5100 55.400 7.5800 55.500 7.6600 55.600 7.7100 55.700 7.7700 55.800 7.8400 55.900 7.9200 56.000 7.9900 56.100 8.0600 56.200 8.1300 56.300 8.2000 56.400 8.2600 56.500 8.3400 56.600 8.4100 56.700 8.4700 56.800 8.5300 56.900 8.5700 57.000 8.6300 57.100 8.6700 57.200 8.7200 57.300 8.7700 57.400 8.8100 57.500 8.8500 57.600 8.8800 57.700 8.9100 57.800 8.9400 57.900 8.9800 58.000 9.0200 58.100 9.0400 58.200 9.0700 58.300 9.1000 58.400 9.1300 58.500 9.1600 58.600 9.1800 58.700 9.2000 58.800 9.2200 58.900 9.2500 59.000 9.2600 59.100 9.2800 59.200 9.3000 59.300 9.3200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 189 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.400 9.3400 59.500 9.3600 59.600 9.3800 59.700 9.3900 59.800 9.4100 59.900 9.4300 60.000 9.4400 60.100 9.4600 60.200 9.4800 60.300 9.5000 60.400 9.5200 60.500 9.5400 60.600 9.5500 60.700 9.5700 60.800 9.5800 60.900 9.6000 61.000 9.6200 61.100 9.6300 61.200 9.6500 61.300 9.6700 61.400 9.6800 61.500 9.7000 61.600 9.7200 61.700 9.7300 61.800 9.7500 61.900 9.7600 62.000 9.7800 62.100 9.7900 62.200 9.8000 62.300 9.8100 62.400 9.8300 62.500 9.8400 62.600 9.8500 62.700 9.8600 62.800 9.8700 62.900 9.8800 63.000 9.8900 63.100 9.8900 63.200 9.9000 64.000 9.9000 ------------------------------------------------------------------------------------------ Name: NA0490 Base Flow(cfs): 0.000 Init Stage(ft): 42.040 Group: A Warn Stage(ft): 55.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 41.940 0.0100 45.000 0.0100 45.100 0.0100 46.300 0.0100 46.400 0.0100 50.300 0.0100 50.400 0.0200 51.200 0.0200 51.300 0.0300 51.400 0.0300 51.500 0.0400 51.600 0.0400 51.700 0.0500 51.800 0.0600 52.000 0.0600 52.100 0.0700 52.400 0.0700 52.500 0.0800 53.000 0.0800 53.100 0.0900 53.300 0.0900 53.400 0.1000 53.500 0.1000 53.600 0.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 190 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.800 0.1100 53.900 0.1200 55.300 0.1200 ------------------------------------------------------------------------------------------ Name: NA0500 Base Flow(cfs): 0.000 Init Stage(ft): 42.040 Group: A Warn Stage(ft): 56.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 41.940 0.0100 44.400 0.0100 44.500 0.0100 45.800 0.0100 45.900 0.0100 48.100 0.0100 48.200 0.0200 48.900 0.0200 49.000 0.0300 49.100 0.0400 49.200 0.0500 49.300 0.0600 49.400 0.0800 49.500 0.0900 49.600 0.1000 49.700 0.1200 49.800 0.1400 49.900 0.1700 50.000 0.2000 50.100 0.2400 50.200 0.2800 50.300 0.3300 50.400 0.3600 50.500 0.3800 50.600 0.4000 50.700 0.4100 50.800 0.4300 50.900 0.4500 51.000 0.4600 51.100 0.4700 51.200 0.4800 51.300 0.4800 51.400 0.4900 51.700 0.4900 51.800 0.5000 51.900 0.5100 52.000 0.5200 52.100 0.5200 52.200 0.5300 52.300 0.5400 52.400 0.5400 52.500 0.5600 52.600 0.5600 52.700 0.5800 52.900 0.5800 53.000 0.5900 53.200 0.5900 53.300 0.6000 53.700 0.6000 53.800 0.6100 54.100 0.6100 54.200 0.6200 54.600 0.6200 54.700 0.6300 54.900 0.6300 55.000 0.6400 55.200 0.6400 55.300 0.6500 55.400 0.6500 55.500 0.6600 56.100 0.6600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 191 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA0510 Base Flow(cfs): 0.000 Init Stage(ft): 42.140 Group: A Warn Stage(ft): 53.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 42.040 0.0100 44.500 0.0100 44.600 0.0100 48.400 0.0100 48.500 0.0100 50.000 0.0100 50.100 0.0200 50.900 0.0200 51.000 0.0300 51.600 0.0300 51.700 0.0400 52.100 0.0400 52.200 0.0500 52.500 0.0500 52.600 0.0600 52.800 0.0600 52.900 0.0700 53.500 0.0700 ------------------------------------------------------------------------------------------ Name: NA0520 Base Flow(cfs): 0.000 Init Stage(ft): 42.140 Group: A Warn Stage(ft): 54.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 42.040 0.0100 46.000 0.0100 46.100 0.0100 46.800 0.0100 46.900 0.0100 47.700 0.0100 47.800 0.0200 48.300 0.0200 48.400 0.0300 48.600 0.0300 48.700 0.0400 48.800 0.0500 48.900 0.0700 49.000 0.0900 49.100 0.1100 49.200 0.1300 49.300 0.1500 49.400 0.1800 49.500 0.2200 49.600 0.2500 49.700 0.2900 49.800 0.3200 49.900 0.3600 50.000 0.4000 50.100 0.4500 50.200 0.5100 50.300 0.5500 50.400 0.6000 50.500 0.6500 50.600 0.7100 50.700 0.7900 50.800 0.8900 50.900 1.0100 51.000 1.1500 51.100 1.2900 51.200 1.4100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 192 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.300 1.5200 51.400 1.6500 51.500 1.7700 51.600 1.9200 51.700 2.0600 51.800 2.2100 51.900 2.4000 52.000 2.5800 52.100 2.7800 52.200 3.0100 52.300 3.1900 52.400 3.3200 52.500 3.4400 52.600 3.5600 52.700 3.6800 52.800 3.7900 52.900 3.8900 53.000 3.9900 53.100 4.0600 53.200 4.1300 53.300 4.1700 53.400 4.2000 53.500 4.2300 53.600 4.2400 53.700 4.2500 54.000 4.2500 ------------------------------------------------------------------------------------------ Name: NA0530 Base Flow(cfs): 0.000 Init Stage(ft): 42.300 Group: A Warn Stage(ft): 53.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 41.340 0.0100 47.100 0.0100 47.200 0.0100 49.200 0.0100 49.300 0.0100 49.700 0.0100 49.800 0.0200 49.900 0.0200 50.000 0.0300 50.100 0.0500 50.200 0.0800 50.300 0.1100 50.400 0.1600 50.500 0.2000 50.600 0.2500 50.700 0.3000 50.800 0.3600 50.900 0.4200 51.000 0.4900 51.100 0.5500 51.200 0.6300 51.300 0.7000 51.400 0.7900 51.500 0.8800 51.600 0.9900 51.700 1.0900 51.800 1.2300 51.900 1.4200 52.000 1.5900 52.100 1.7600 52.200 1.9800 52.300 2.1200 52.400 2.2500 52.500 2.4000 52.600 2.5200 52.700 2.6400 52.800 2.7700 52.900 2.8700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 193 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.000 2.9600 53.100 3.0300 53.200 3.1100 53.300 3.1700 53.400 3.2100 53.500 3.2300 53.900 3.2300 ------------------------------------------------------------------------------------------ Name: NA0540 Base Flow(cfs): 0.000 Init Stage(ft): 42.300 Group: A Warn Stage(ft): 53.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 41.740 0.0100 44.200 0.0100 44.300 0.0200 44.400 0.0200 44.500 0.0300 44.800 0.0300 44.900 0.0400 45.700 0.0400 45.800 0.0500 46.700 0.0500 46.800 0.0600 47.000 0.0600 47.100 0.0700 47.500 0.0700 47.600 0.0800 47.800 0.0800 47.900 0.0900 48.100 0.0900 48.200 0.1000 48.300 0.1000 48.400 0.1100 48.500 0.1100 48.600 0.1200 48.700 0.1200 48.800 0.1300 48.900 0.1500 49.000 0.1700 49.100 0.1900 49.200 0.2000 49.300 0.2200 49.400 0.2400 49.500 0.2700 49.600 0.3100 49.700 0.3600 49.800 0.4100 49.900 0.4700 50.000 0.5300 50.100 0.6100 50.200 0.7000 50.300 0.7900 50.400 0.8800 50.500 0.9700 50.600 1.0700 50.700 1.1800 50.800 1.2900 50.900 1.4100 51.000 1.5300 51.100 1.6300 51.200 1.7500 51.300 1.9000 51.400 2.0600 51.500 2.2800 51.600 2.5000 51.700 2.7100 51.800 2.9100 51.900 3.1700 52.000 3.4700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 194 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.100 3.6800 52.200 3.8100 52.300 3.9200 52.400 4.0100 52.500 4.1200 52.600 4.1700 52.700 4.2000 52.800 4.2200 52.900 4.2400 53.000 4.2700 53.100 4.2800 ------------------------------------------------------------------------------------------ Name: NA0550 Base Flow(cfs): 0.000 Init Stage(ft): 42.300 Group: A Warn Stage(ft): 60.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 41.040 0.0100 44.200 0.0100 44.300 7.1100 44.400 7.2200 44.500 7.3000 44.600 7.3900 44.700 7.4400 44.800 7.5000 44.900 7.5500 45.000 7.6100 45.100 7.6500 45.200 7.6700 45.300 7.7100 45.400 7.7400 45.500 7.7800 45.600 7.8200 45.700 7.8600 45.800 7.8900 45.900 7.9200 46.000 7.9600 46.100 7.9900 46.200 8.0200 46.300 8.0600 46.400 8.0900 46.500 8.1200 46.600 8.1500 46.700 8.1900 46.800 8.2300 46.900 8.2600 47.000 8.3000 47.100 8.3400 47.200 8.3900 47.300 8.4300 47.400 8.4800 47.500 8.5300 47.600 8.5700 47.700 8.6000 47.800 8.6200 47.900 8.6500 48.000 8.6900 48.100 8.7300 48.200 8.7700 48.300 8.8200 48.400 8.8700 48.500 8.9500 48.600 9.0300 48.700 9.1400 48.800 9.3100 48.900 9.5300 49.000 9.7700 49.100 10.0200 49.200 10.2100 49.300 10.3600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 195 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.400 10.5000 49.500 10.6600 49.600 10.8500 49.700 11.0500 49.800 11.2400 49.900 11.4100 50.000 11.5500 50.100 11.6900 50.200 11.8300 50.300 11.9900 50.400 12.1500 50.500 12.3400 50.600 12.5700 50.700 12.9000 50.800 13.2500 50.900 13.6100 51.000 13.7300 51.100 13.8200 51.200 13.8900 51.300 13.9600 51.400 14.0300 51.500 14.1100 51.600 14.2000 51.700 14.3000 51.800 14.4100 51.900 14.5200 52.000 14.6500 52.100 14.7800 52.200 14.9000 52.300 15.0200 52.400 15.1700 52.500 15.3000 52.600 15.4000 52.700 15.4700 52.800 15.5600 52.900 15.6400 53.000 15.7200 53.100 15.8500 53.200 16.0000 53.300 16.0400 53.400 16.1000 53.500 16.1400 53.600 16.1700 53.700 16.2100 53.800 16.2500 53.900 16.2800 54.000 16.3200 54.100 16.3600 54.200 16.4000 54.300 16.4500 54.400 16.4900 54.500 16.5300 54.600 16.5800 54.700 16.6200 54.800 16.6600 54.900 16.7000 55.000 16.7300 55.100 16.7600 55.200 16.7900 55.300 16.8300 55.400 16.8600 55.500 16.9000 55.600 16.9300 55.700 16.9600 55.800 16.9900 55.900 17.0400 56.000 17.0700 56.100 17.1100 56.200 17.1600 56.300 17.2000 56.400 17.2400 56.500 17.2900 56.600 17.3300 56.700 17.3700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 196 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.800 17.4100 56.900 17.4700 57.000 17.5400 57.100 17.6000 57.200 17.6600 57.300 17.7200 57.400 17.7600 57.500 17.8000 57.600 17.8400 57.700 17.8700 57.800 17.9100 57.900 17.9500 58.000 18.0100 58.100 18.0500 58.200 18.1000 58.300 18.1300 58.400 18.1600 58.500 18.2100 58.600 18.2600 58.700 18.3000 58.800 18.3400 58.900 18.3800 59.000 18.4300 59.100 18.4800 59.200 18.5300 59.300 18.5600 59.400 18.6000 59.500 18.6300 59.600 18.6500 59.700 18.6700 59.800 18.6900 59.900 18.7000 60.000 18.7200 60.100 18.7400 60.200 18.7900 60.300 18.8200 60.400 18.8300 60.500 18.8400 60.600 18.8400 ------------------------------------------------------------------------------------------ Name: NA0560 Base Flow(cfs): 0.000 Init Stage(ft): 44.140 Group: A Warn Stage(ft): 76.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 38.960 0.0100 44.200 0.0100 44.300 2.4800 44.400 2.5200 44.500 2.5500 44.600 2.5900 44.700 2.6300 44.800 2.6600 44.900 2.7000 45.000 2.7300 45.100 2.7700 45.200 2.8000 45.300 2.8400 45.400 2.8800 45.500 2.9200 45.600 2.9500 45.700 2.9800 45.800 3.0100 45.900 3.0500 46.000 3.0900 46.100 3.1300 46.200 3.1700 46.300 3.2000 46.400 3.2300 46.500 3.2800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 197 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.600 3.3200 46.700 3.3600 46.800 3.4000 46.900 3.4500 47.000 3.4900 47.100 3.5200 47.200 3.5600 47.300 3.6100 47.400 3.6700 47.500 3.7000 47.600 3.7600 47.700 3.8000 47.800 3.8600 47.900 3.9000 48.000 3.9500 48.100 4.0000 48.200 4.0500 48.300 4.1100 48.400 4.1700 48.500 4.2300 48.600 4.2800 48.700 4.3400 48.800 4.4100 48.900 4.5100 49.000 4.5900 49.100 4.6700 49.200 4.7700 49.300 4.8700 49.400 4.9900 49.500 5.1100 49.600 5.2300 49.700 5.3600 49.800 5.5100 49.900 5.6700 50.000 5.8300 50.100 6.0100 50.200 6.2000 50.300 6.4500 50.400 6.6600 50.500 6.8500 50.600 7.0900 50.700 7.3100 50.800 7.5400 50.900 7.7800 51.000 8.0000 51.100 8.2400 51.200 8.4700 51.300 8.7000 51.400 8.9700 51.500 9.2300 51.600 9.5200 51.700 9.8100 51.800 10.1200 51.900 10.4800 52.000 10.8700 52.100 11.2000 52.200 11.5400 52.300 11.9700 52.400 12.3700 52.500 12.6900 52.600 12.9100 52.700 13.0700 52.800 13.2000 52.900 13.3100 53.000 13.4200 53.100 13.5100 53.200 13.6300 53.300 13.7500 53.400 13.8800 53.500 14.0000 53.600 14.1400 53.700 14.3100 53.800 14.4600 53.900 14.6300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 198 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.000 14.7900 54.100 14.9200 54.200 15.0600 54.300 15.2200 54.400 15.3900 54.500 15.5700 54.600 15.7600 54.700 15.9600 54.800 16.1600 54.900 16.3400 55.000 16.5300 55.100 16.7300 55.200 16.9200 55.300 17.1400 55.400 17.3500 55.500 17.5500 55.600 17.7200 55.700 17.8900 55.800 18.0600 55.900 18.2100 56.000 18.3500 56.100 18.5100 56.200 18.6400 56.300 18.7900 56.400 18.9000 56.500 19.0100 56.600 19.1000 56.700 19.2000 56.800 19.3000 56.900 19.4100 57.000 19.5400 57.100 19.6800 57.200 19.8400 57.300 19.9800 57.400 20.1300 57.500 20.2700 57.600 20.3900 57.700 20.5100 57.800 20.6200 57.900 20.7400 58.000 20.8700 58.100 21.0200 58.200 21.1400 58.300 21.2700 58.400 21.4100 58.500 21.5200 58.600 21.6300 58.700 21.7300 58.800 21.8400 58.900 21.9500 59.000 22.0600 59.100 22.1600 59.200 22.3000 59.300 22.4600 59.400 22.6300 59.500 22.8400 59.600 23.0000 59.700 23.1500 59.800 23.3200 59.900 23.4600 60.000 23.5800 60.100 23.6900 60.200 23.7700 60.300 23.8700 60.400 23.9400 60.500 24.0200 60.600 24.1000 60.700 24.1800 60.800 24.2700 60.900 24.3600 61.000 24.4800 61.100 24.5900 61.200 24.6900 61.300 24.8000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 199 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.400 24.9400 61.500 25.0800 61.600 25.2500 61.700 25.4100 61.800 25.5300 61.900 25.6600 62.000 25.7900 62.100 25.8600 62.200 25.8900 62.300 25.9400 62.400 25.9700 62.500 26.0100 62.600 26.0400 62.700 26.0700 62.800 26.1000 62.900 26.1300 63.000 26.1600 63.100 26.1900 63.200 26.2200 63.300 26.2400 63.400 26.2600 63.500 26.2800 63.600 26.3000 63.700 26.3200 63.800 26.3300 63.900 26.3600 64.000 26.3700 64.100 26.3800 64.200 26.4000 64.300 26.4200 64.400 26.4300 64.500 26.4500 64.600 26.4600 64.700 26.4700 64.800 26.5000 64.900 26.5100 65.000 26.5300 65.100 26.5400 65.200 26.5500 65.300 26.5600 65.400 26.5700 65.500 26.5800 65.600 26.6000 65.700 26.6100 65.800 26.6100 65.900 26.6200 66.000 26.6300 66.100 26.6300 66.200 26.6400 66.300 26.6500 66.400 26.6600 66.500 26.6600 66.600 26.6700 66.700 26.6700 66.800 26.6800 67.000 26.6800 67.100 26.6900 67.200 26.6900 67.300 26.7000 67.400 26.7000 67.500 26.7100 67.600 26.7100 67.700 26.7200 67.800 26.7200 67.900 26.7300 68.000 26.7300 68.100 26.7400 68.200 26.7400 68.300 26.7500 68.400 26.7500 68.500 26.7600 68.600 26.7600 68.700 26.7700 68.800 26.7700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 200 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.900 26.7800 69.100 26.7800 69.200 26.7900 69.300 26.8000 69.500 26.8000 69.600 26.8100 69.800 26.8100 69.900 26.8200 70.000 26.8200 70.100 26.8300 70.200 26.8300 70.300 26.8400 70.500 26.8400 70.600 26.8500 70.700 26.8500 70.800 26.8600 71.000 26.8600 71.100 26.8700 71.200 26.8700 71.300 26.8800 71.600 26.8800 71.700 26.8900 72.000 26.8900 72.100 26.9000 72.500 26.9000 72.600 26.9100 73.000 26.9100 73.100 26.9200 73.400 26.9200 73.500 26.9300 74.100 26.9300 74.200 26.9400 76.500 26.9400 ------------------------------------------------------------------------------------------ Name: NA0570 Base Flow(cfs): 0.000 Init Stage(ft): 45.900 Group: A Warn Stage(ft): 52.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.540 0.0100 49.900 0.0100 50.000 0.0100 50.500 0.0100 50.600 0.0100 50.700 0.0200 50.800 0.0600 50.900 0.1100 51.000 0.1600 51.100 0.2200 51.200 0.2600 51.300 0.3000 51.400 0.3500 51.500 0.3900 51.600 0.4000 51.700 0.4100 51.800 0.4100 51.900 0.4200 52.700 0.4200 ------------------------------------------------------------------------------------------ Name: NA0580 Base Flow(cfs): 0.000 Init Stage(ft): 45.900 Group: A Warn Stage(ft): 58.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.540 0.0100 49.200 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 201 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.300 0.0100 49.600 0.0100 49.700 0.0100 49.900 0.0100 50.000 0.0200 50.100 0.0200 50.200 0.0300 50.300 0.0500 50.400 0.0800 50.500 0.1200 50.600 0.1600 50.700 0.2400 50.800 0.3300 50.900 0.4200 51.000 0.5100 51.100 0.6000 51.200 0.6900 51.300 0.7700 51.400 0.8400 51.500 0.9200 51.600 0.9900 51.700 1.0800 51.800 1.1800 51.900 1.2900 52.000 1.3800 52.100 1.4700 52.200 1.5800 52.300 1.6700 52.400 1.8000 52.500 1.9500 52.600 2.1400 52.700 2.3400 52.800 2.5700 52.900 2.8000 53.000 3.0400 53.100 3.2500 53.200 3.4000 53.300 3.5300 53.400 3.6400 53.500 3.7400 53.600 3.8400 53.700 3.9400 53.800 4.0300 53.900 4.1100 54.000 4.2200 54.100 4.3400 54.200 4.4400 54.300 4.4900 54.400 4.5500 54.500 4.6100 54.600 4.7000 54.700 4.7900 54.800 4.8600 54.900 4.9200 55.000 4.9800 55.100 5.0400 55.200 5.0900 55.300 5.1500 55.400 5.2100 55.500 5.2600 55.600 5.3100 55.700 5.3800 55.800 5.4400 55.900 5.4900 56.000 5.5400 56.100 5.5900 56.200 5.6300 56.300 5.7100 56.400 5.7900 56.500 5.8600 56.600 5.9400 56.700 6.0200 56.800 6.0800 56.900 6.1300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 202 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 57.000 6.1600 57.100 6.1900 57.200 6.2200 57.300 6.2400 57.400 6.2500 58.200 6.2500 ------------------------------------------------------------------------------------------ Name: NA0590 Base Flow(cfs): 0.000 Init Stage(ft): 45.900 Group: A Warn Stage(ft): 57.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.290 0.0100 50.300 0.0100 50.400 0.0100 50.500 0.0100 50.600 0.0100 50.700 0.0100 50.800 0.0300 50.900 0.0500 51.000 0.0600 51.100 0.0800 51.200 0.1000 51.300 0.1300 51.400 0.1700 51.500 0.2000 51.600 0.2400 51.700 0.2800 51.800 0.3300 51.900 0.3800 52.000 0.4300 52.100 0.4800 52.200 0.5200 52.300 0.5800 52.400 0.6700 52.500 0.7600 52.600 0.8500 52.700 0.9500 52.800 1.0400 52.900 1.1300 53.000 1.2000 53.100 1.2700 53.200 1.3700 53.300 1.4800 53.400 1.6200 53.500 1.7600 53.600 1.8900 53.700 1.9900 53.800 2.0700 53.900 2.1500 54.000 2.2100 54.100 2.2700 54.200 2.3300 54.300 2.3900 54.400 2.4500 54.500 2.5200 54.600 2.5800 54.700 2.6500 54.800 2.7000 54.900 2.7400 55.000 2.7700 55.100 2.8100 55.200 2.8500 55.300 2.9000 55.400 2.9300 55.500 2.9600 55.600 3.0000 55.700 3.0300 55.800 3.0700 55.900 3.0900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 203 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.000 3.1200 56.100 3.1300 56.200 3.1600 56.300 3.1800 56.400 3.1900 57.800 3.1900 ------------------------------------------------------------------------------------------ Name: NA0600 Base Flow(cfs): 0.000 Init Stage(ft): 46.730 Group: A Plunge Factor: 1.00 Warn Stage(ft): 55.900 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 46.630 0.0100 52.900 0.0100 53.000 0.0100 53.100 0.0100 53.300 0.0100 53.400 0.0300 53.500 0.0500 53.600 0.0900 53.700 0.1300 53.800 0.1800 53.900 0.2300 54.000 0.2700 54.100 0.3100 54.200 0.3400 54.300 0.3800 54.400 0.4100 54.500 0.4400 54.600 0.4700 54.700 0.5100 54.800 0.5400 54.900 0.5700 55.000 0.6000 55.100 0.6100 55.200 0.6300 55.300 0.6400 55.400 0.6500 55.500 0.6600 55.600 0.6700 55.700 0.6700 55.800 0.6800 55.900 0.6800 ------------------------------------------------------------------------------------------ Name: NA0610 Base Flow(cfs): 0.000 Init Stage(ft): 48.340 Group: A Warn Stage(ft): 57.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.240 0.0100 48.800 0.0100 48.900 0.0100 49.000 0.0100 49.200 0.0100 49.300 0.0200 49.400 0.0300 49.500 0.0300 49.600 0.0400 49.700 0.0400 49.800 0.0500 49.900 0.0600 50.000 0.0700 50.100 0.0700 50.200 0.0800 50.400 0.0800 50.500 0.0900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 204 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.600 0.0900 50.700 0.1000 50.900 0.1000 51.000 0.1100 51.100 0.1200 51.200 0.1200 51.300 0.1300 51.400 0.1400 51.500 0.1400 51.600 0.1500 51.700 0.1500 51.800 0.1800 51.900 0.2000 52.000 0.2400 52.100 0.2900 52.200 0.3400 52.300 0.3800 52.400 0.4500 52.500 0.5300 52.600 0.6400 52.700 0.7600 52.800 0.8900 52.900 1.0200 53.000 1.1600 53.100 1.3000 53.200 1.4400 53.300 1.5500 53.400 1.7200 53.500 1.9000 53.600 2.0300 53.700 2.1500 53.800 2.2800 53.900 2.4000 54.000 2.5100 54.100 2.6200 54.200 2.7600 54.300 2.8600 54.400 2.9400 54.500 3.0100 54.600 3.0800 54.700 3.1300 54.800 3.1800 54.900 3.2300 55.000 3.3000 55.100 3.3700 55.200 3.4600 55.300 3.6000 55.400 3.6900 55.500 3.7900 55.600 3.9100 55.700 4.0300 55.800 4.1500 55.900 4.2800 56.000 4.4300 56.100 4.6000 56.200 4.7800 56.300 4.9400 56.400 5.0300 56.500 5.1100 56.600 5.1800 56.700 5.2400 56.800 5.3000 56.900 5.3600 57.000 5.4100 57.100 5.4400 57.200 5.4600 57.300 5.4700 57.400 5.4900 57.500 5.4900 57.600 5.5000 57.900 5.5000 ------------------------------------------------------------------------------------------ Name: NA0620 Base Flow(cfs): 0.000 Init Stage(ft): 49.740 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 205 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Warn Stage(ft): 61.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.640 0.0100 49.900 0.0100 50.000 0.5900 50.100 0.6100 50.200 0.6300 50.300 0.6400 50.400 0.6500 50.500 0.6700 50.600 0.6700 50.700 0.6900 50.800 0.7000 50.900 0.7100 51.000 0.7200 51.100 0.7300 51.200 0.7400 51.300 0.7500 51.400 0.7600 51.500 0.7700 51.600 0.7900 51.700 0.8000 51.800 0.8200 51.900 0.8300 52.000 0.8400 52.100 0.8500 52.200 0.8700 52.300 0.8900 52.400 0.9200 52.500 0.9500 52.600 1.0200 52.700 1.0800 52.800 1.1300 52.900 1.1900 53.000 1.2500 53.100 1.3000 53.200 1.3600 53.300 1.4300 53.400 1.5000 53.500 1.5800 53.600 1.6700 53.700 1.7700 53.800 1.9000 53.900 2.0400 54.000 2.1800 54.100 2.3600 54.200 2.5800 54.300 2.8200 54.400 3.1000 54.500 3.4000 54.600 3.7600 54.700 4.1000 54.800 4.4200 54.900 4.7300 55.000 4.9500 55.100 5.1500 55.200 5.3600 55.300 5.5800 55.400 5.8500 55.500 6.1500 55.600 6.4400 55.700 6.7500 55.800 7.0600 55.900 7.3100 56.000 7.5400 56.100 7.7700 56.200 7.9600 56.300 8.1500 56.400 8.4100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 206 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.500 8.6800 56.600 8.8900 56.700 9.0700 56.800 9.2800 56.900 9.5200 57.000 9.7200 57.100 9.8900 57.200 10.0600 57.300 10.2300 57.400 10.3700 57.500 10.5100 57.600 10.6700 57.700 10.8200 57.800 10.9500 57.900 11.1000 58.000 11.2300 58.100 11.3900 58.200 11.4900 58.300 11.5900 58.400 11.6600 58.500 11.7300 58.600 11.7900 58.700 11.8600 58.800 11.9300 58.900 11.9900 59.000 12.0400 59.100 12.0900 59.200 12.1200 59.300 12.1500 59.400 12.1700 59.500 12.1800 59.600 12.2000 59.700 12.2200 59.800 12.2400 59.900 12.2600 60.000 12.2900 60.100 12.3200 60.200 12.3500 60.300 12.3700 60.400 12.4000 60.500 12.4300 60.600 12.4900 60.700 12.5400 60.800 12.5900 60.900 12.6400 61.000 12.6700 61.100 12.6900 61.200 12.7000 61.400 12.7000 ------------------------------------------------------------------------------------------ Name: NA0630 Base Flow(cfs): 0.000 Init Stage(ft): 50.920 Group: A Warn Stage(ft): 56.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.820 0.0100 51.200 0.0100 51.300 0.0100 51.500 0.0100 51.600 0.0100 51.700 0.0100 51.800 0.0200 51.900 0.0200 52.000 0.0300 52.100 0.0400 52.200 0.0900 52.300 0.1400 52.400 0.1900 52.500 0.2300 52.600 0.2600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 207 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.700 0.2800 52.800 0.3000 52.900 0.3200 53.000 0.3400 53.100 0.3600 53.200 0.3900 53.300 0.4100 53.400 0.4400 53.500 0.4500 53.600 0.4700 53.700 0.4800 53.800 0.5000 53.900 0.5300 54.000 0.5500 54.100 0.5900 54.200 0.6300 54.300 0.6700 54.400 0.7100 54.500 0.7400 54.600 0.7900 54.700 0.8400 54.800 0.8700 54.900 0.9000 55.000 0.9300 55.100 0.9600 55.200 0.9800 55.300 1.0100 55.400 1.0300 55.500 1.0500 55.600 1.0600 55.700 1.0900 55.800 1.1000 55.900 1.1200 56.000 1.1200 56.100 1.1300 56.400 1.1300 56.500 1.1400 56.700 1.1400 ------------------------------------------------------------------------------------------ Name: NA0640 Base Flow(cfs): 0.000 Init Stage(ft): 52.340 Group: A Warn Stage(ft): 67.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 52.240 0.0100 52.800 0.0100 52.900 0.0100 53.300 0.0100 53.400 0.0100 53.600 0.0100 53.700 0.0200 53.800 0.0200 53.900 0.0300 54.000 0.0400 54.100 0.0500 54.200 0.0600 54.300 0.0700 54.400 0.0900 54.500 0.1100 54.600 0.1300 54.700 0.1500 54.800 0.1800 54.900 0.2000 55.000 0.2300 55.100 0.2700 55.200 0.3100 55.300 0.3600 55.400 0.4300 55.500 0.5000 55.600 0.6000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 208 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.700 0.7200 55.800 0.8400 55.900 0.9500 56.000 1.0700 56.100 1.1500 56.200 1.2100 56.300 1.2600 56.400 1.3000 56.500 1.3400 56.600 1.3800 56.700 1.4200 56.800 1.4700 56.900 1.5200 57.000 1.5600 57.100 1.5900 57.200 1.6300 57.300 1.6700 57.400 1.7300 57.500 1.7800 57.600 1.8600 57.700 1.9400 57.800 2.0200 57.900 2.0900 58.000 2.1500 58.100 2.1800 58.200 2.2100 58.300 2.2500 58.400 2.2800 58.500 2.3300 58.600 2.3700 58.700 2.4100 58.800 2.4700 58.900 2.5500 59.000 2.6100 59.100 2.6700 59.200 2.7200 59.300 2.7800 59.400 2.8400 59.500 2.8800 59.600 2.9200 59.700 2.9700 59.800 3.0200 59.900 3.0600 60.000 3.1000 60.100 3.1400 60.200 3.1800 60.300 3.2100 60.400 3.2400 60.500 3.2700 60.600 3.3100 60.700 3.3600 60.800 3.4200 60.900 3.4700 61.000 3.5300 61.100 3.6100 61.200 3.6800 61.300 3.7600 61.400 3.8500 61.500 3.9300 61.600 4.0100 61.700 4.0800 61.800 4.1300 61.900 4.1600 62.000 4.1800 62.100 4.2100 62.200 4.2300 62.300 4.2500 62.400 4.2600 62.500 4.2700 62.600 4.2800 62.700 4.2800 62.800 4.2900 62.900 4.2900 63.000 4.3000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 209 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 63.100 4.3100 63.200 4.3100 63.300 4.3200 63.400 4.3200 63.500 4.3300 63.600 4.3400 63.700 4.3500 63.800 4.3600 63.900 4.3700 64.000 4.4000 64.100 4.4400 64.200 4.4900 64.300 4.5400 64.400 4.6100 64.500 4.6900 64.600 4.7700 64.700 4.8500 64.800 4.9300 64.900 5.0000 65.000 5.0600 65.100 5.1300 65.200 5.2200 65.300 5.3300 65.400 5.4100 65.500 5.5000 65.600 5.5800 65.700 5.6700 65.800 5.7800 65.900 5.9600 66.000 6.1700 66.100 6.3300 66.200 6.4700 66.300 6.5900 66.400 6.7300 66.500 6.8700 66.600 7.0000 66.700 7.0700 66.800 7.1300 66.900 7.1800 67.000 7.2100 67.100 7.2300 67.200 7.2400 67.400 7.2400 ------------------------------------------------------------------------------------------ Name: NA0650 Base Flow(cfs): 0.000 Init Stage(ft): 6.100 Group: A Warn Stage(ft): 24.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 5.800 0.0100 6.200 0.0100 6.300 0.0100 6.400 0.0400 6.500 0.1300 6.600 0.2000 6.700 0.2600 6.800 0.3100 6.900 0.3600 7.000 0.4000 7.100 0.4400 7.200 0.4900 7.300 0.5300 7.400 0.5800 7.500 0.6300 7.600 0.6800 7.700 0.7600 7.800 0.8300 7.900 0.9000 8.000 0.9900 8.100 1.1000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 210 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 8.200 1.2400 8.300 1.4000 8.400 1.5700 8.500 1.7900 8.600 2.0900 8.700 2.3900 8.800 2.6600 8.900 2.8900 9.000 3.1300 9.100 3.3400 9.200 3.5800 9.300 3.7900 9.400 4.0200 9.500 4.2400 9.600 4.4500 9.700 4.6500 9.800 4.8600 9.900 5.0600 10.000 5.2300 10.100 5.3700 10.200 5.5100 10.300 5.6500 10.400 5.7700 10.500 5.8900 10.600 6.0600 10.700 6.2200 10.800 6.3600 10.900 6.4500 11.000 6.5400 11.100 6.6400 11.200 6.7100 11.300 6.7600 11.400 6.7900 11.500 6.8100 11.600 6.8300 11.700 6.8400 11.800 6.8500 11.900 6.8700 12.000 6.8800 12.100 6.8900 12.200 6.9100 12.300 6.9200 12.400 6.9300 12.500 6.9300 12.600 6.9500 12.700 6.9500 12.800 6.9600 12.900 6.9700 13.000 6.9700 13.100 6.9800 13.200 6.9900 13.300 7.0000 13.400 7.0000 13.500 7.0100 13.600 7.0100 13.700 7.0200 13.800 7.0200 13.900 7.0300 14.000 7.0400 14.100 7.0500 14.200 7.0600 14.300 7.0600 14.400 7.0700 14.600 7.0700 14.700 7.0800 14.800 7.0800 14.900 7.0900 15.000 7.0900 15.100 7.1000 15.200 7.1000 15.300 7.1100 15.500 7.1100 15.600 7.1200 15.800 7.1200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 211 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 15.900 7.1300 16.000 7.1300 16.100 7.1400 16.200 7.1400 16.300 7.1500 16.500 7.1500 16.600 7.1600 16.700 7.1600 16.800 7.1700 16.900 7.1700 17.000 7.1800 17.100 7.1800 17.200 7.1900 17.300 7.1900 17.400 7.2000 17.500 7.2000 17.600 7.2100 17.700 7.2100 17.800 7.2200 17.900 7.2200 18.000 7.2300 18.100 7.2400 18.200 7.2400 18.300 7.2500 18.400 7.2600 18.500 7.2700 18.600 7.2700 18.700 7.2800 18.800 7.2800 18.900 7.2900 19.000 7.2900 19.100 7.3000 19.200 7.3100 19.300 7.3200 19.400 7.3300 19.500 7.3400 19.600 7.3700 19.700 7.3900 19.800 7.4100 19.900 7.4400 20.000 7.4600 20.100 7.4700 20.200 7.4800 20.300 7.5000 20.400 7.5100 20.500 7.5200 20.600 7.5400 20.700 7.5500 20.800 7.5600 20.900 7.5700 21.000 7.5700 21.100 7.5800 21.200 7.5900 21.300 7.6000 21.500 7.6000 21.600 7.6100 21.700 7.6100 21.800 7.6200 21.900 7.6300 22.000 7.6400 22.100 7.6400 22.200 7.6500 22.300 7.6600 22.400 7.6700 22.500 7.6800 22.600 7.6900 22.700 7.7000 22.800 7.7200 22.900 7.7400 23.000 7.7600 23.100 7.7700 23.200 7.7900 23.300 7.8100 23.400 7.8300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 212 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.500 7.8500 23.600 7.8600 23.700 7.8800 23.800 7.9000 23.900 7.9200 24.000 7.9400 24.100 7.9600 24.200 7.9800 24.300 7.9900 24.400 8.0100 24.500 8.0200 24.700 8.0200 ------------------------------------------------------------------------------------------ Name: NA0660 Base Flow(cfs): 0.000 Init Stage(ft): 11.120 Group: A Warn Stage(ft): 27.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 9.900 0.7600 10.200 0.7600 10.300 0.7700 10.800 0.7700 10.900 0.7800 11.000 0.7800 11.100 0.7900 11.300 0.7900 11.400 0.8000 11.600 0.8000 11.700 0.8100 11.900 0.8100 12.000 0.8200 12.100 0.8200 12.200 0.8300 12.400 0.8300 12.500 0.8400 12.800 0.8400 12.900 0.8500 13.000 0.8500 13.100 0.8600 13.200 0.8600 13.300 0.8700 13.400 0.8700 13.500 0.8800 13.600 0.8800 13.700 0.8900 13.800 0.8900 13.900 0.9000 14.000 0.9000 14.100 0.9100 14.200 0.9100 14.300 0.9200 14.400 0.9200 14.500 0.9300 14.600 0.9400 14.700 0.9500 14.800 0.9600 14.900 0.9700 15.000 0.9700 15.100 0.9900 15.200 1.0000 15.300 1.0200 15.400 1.0300 15.500 1.0600 15.600 1.0800 15.700 1.1000 15.800 1.1200 15.900 1.1400 16.000 1.1700 16.100 1.2000 16.200 1.2300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 213 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 16.300 1.2700 16.400 1.3000 16.500 1.3400 16.600 1.3900 16.700 1.4300 16.800 1.4800 16.900 1.5400 17.000 1.6000 17.100 1.6500 17.200 1.7400 17.300 1.8100 17.400 1.8600 17.500 1.9100 17.600 1.9800 17.700 2.0500 17.800 2.1200 17.900 2.2300 18.000 2.3200 18.100 2.4300 18.200 2.5400 18.300 2.6500 18.400 2.7700 18.500 2.8900 18.600 2.9600 18.700 3.0400 18.800 3.1200 18.900 3.1900 19.000 3.2700 19.100 3.3300 19.200 3.3900 19.300 3.4600 19.400 3.5200 19.500 3.5700 19.600 3.6300 19.700 3.6900 19.800 3.7700 19.900 3.8500 20.000 3.9300 20.100 4.0000 20.200 4.0800 20.300 4.1200 20.400 4.1600 20.500 4.2000 20.600 4.2500 20.700 4.3200 20.800 4.3800 20.900 4.4300 21.000 4.4800 21.100 4.5200 21.200 4.5600 21.300 4.6000 21.400 4.6400 21.500 4.6800 21.600 4.7100 21.700 4.7500 21.800 4.7800 21.900 4.8000 22.000 4.8400 22.100 4.8700 22.200 4.9000 22.300 4.9400 22.400 4.9800 22.500 5.0100 22.600 5.0500 22.700 5.1000 22.800 5.1400 22.900 5.1800 23.000 5.2300 23.100 5.2700 23.200 5.3000 23.300 5.3400 23.400 5.3700 23.500 5.4000 23.600 5.4300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 214 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.700 5.4600 23.800 5.4800 23.900 5.5100 24.000 5.5300 24.100 5.5500 24.200 5.5700 24.300 5.5900 24.400 5.6200 24.500 5.6400 24.600 5.6500 24.700 5.6600 24.800 5.6700 24.900 5.6800 25.000 5.6900 25.100 5.7000 25.200 5.7100 25.300 5.7100 25.400 5.7200 25.500 5.7300 25.600 5.7300 25.700 5.7400 25.800 5.7500 25.900 5.7700 26.000 5.7800 26.100 5.8000 26.200 5.8100 26.300 5.8100 26.400 5.8300 26.500 5.8300 26.600 5.8400 26.700 5.8500 26.800 5.8600 26.900 5.8700 27.000 5.8800 27.300 5.8800 27.400 5.8900 27.500 5.8900 ------------------------------------------------------------------------------------------ Name: NA0670 Base Flow(cfs): 0.000 Init Stage(ft): 6.330 Group: A Warn Stage(ft): 39.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 6.230 0.0100 11.100 0.0100 11.200 0.0100 11.400 0.0100 11.500 0.0100 11.600 0.0200 11.700 0.0300 11.800 0.0500 11.900 0.0800 12.000 0.1200 12.100 0.1700 12.200 0.2200 12.300 0.2800 12.400 0.3400 12.500 0.4000 12.600 0.4600 12.700 0.5200 12.800 0.5800 12.900 0.6500 13.000 0.7200 13.100 0.7800 13.200 0.8600 13.300 0.9300 13.400 1.0200 13.500 1.1100 13.600 1.2200 13.700 1.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 215 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 13.800 1.4500 13.900 1.5700 14.000 1.7000 14.100 1.8200 14.200 1.9300 14.300 2.0400 14.400 2.1800 14.500 2.3200 14.600 2.4500 14.700 2.6200 14.800 2.7700 14.900 2.9200 15.000 3.0600 15.100 3.2000 15.200 3.3400 15.300 3.4400 15.400 3.5200 15.500 3.6000 15.600 3.6800 15.700 3.7500 15.800 3.8100 15.900 3.8800 16.000 3.9500 16.100 4.0100 16.200 4.1000 16.300 4.1800 16.400 4.2600 16.500 4.3300 16.600 4.4000 16.700 4.4700 16.800 4.5500 16.900 4.6300 17.000 4.7000 17.100 4.7700 17.200 4.8600 17.300 4.9400 17.400 5.0200 17.500 5.1100 17.600 5.2000 17.700 5.2900 17.800 5.3700 17.900 5.4600 18.000 5.5600 18.100 5.6900 18.200 5.7700 18.300 5.8600 18.400 5.9500 18.500 6.0400 18.600 6.1500 18.700 6.2500 18.800 6.3600 18.900 6.4700 19.000 6.5700 19.100 6.6800 19.200 6.8000 19.300 6.9300 19.400 7.0500 19.500 7.1600 19.600 7.2900 19.700 7.4000 19.800 7.5200 19.900 7.6300 20.000 7.7300 20.100 7.8200 20.200 7.9300 20.300 8.0400 20.400 8.1400 20.500 8.2500 20.600 8.3600 20.700 8.4700 20.800 8.6000 20.900 8.7300 21.000 8.8400 21.100 8.9700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 216 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 21.200 9.0900 21.300 9.2000 21.400 9.2900 21.500 9.3800 21.600 9.4900 21.700 9.5900 21.800 9.6900 21.900 9.7900 22.000 9.9100 22.100 10.0100 22.200 10.0900 22.300 10.1800 22.400 10.2800 22.500 10.3800 22.600 10.4900 22.700 10.5900 22.800 10.7000 22.900 10.7900 23.000 10.9000 23.100 11.0100 23.200 11.1300 23.300 11.2600 23.400 11.3700 23.500 11.4800 23.600 11.6100 23.700 11.7600 23.800 11.9100 23.900 12.0400 24.000 12.1700 24.100 12.2800 24.200 12.4100 24.300 12.5500 24.400 12.6900 24.500 12.8400 24.600 13.0100 24.700 13.1700 24.800 13.3100 24.900 13.4500 25.000 13.5900 25.100 13.7200 25.200 13.8500 25.300 13.9800 25.400 14.1300 25.500 14.2900 25.600 14.4200 25.700 14.5500 25.800 14.6800 25.900 14.8200 26.000 14.9700 26.100 15.1200 26.200 15.2600 26.300 15.4100 26.400 15.5700 26.500 15.7200 26.600 15.8700 26.700 16.0000 26.800 16.1400 26.900 16.3000 27.000 16.4300 27.100 16.5700 27.200 16.7400 27.300 16.8900 27.400 17.0700 27.500 17.2300 27.600 17.4000 27.700 17.5500 27.800 17.6900 27.900 17.8400 28.000 17.9800 28.100 18.1500 28.200 18.3400 28.300 18.5200 28.400 18.7500 28.500 18.9500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 217 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.600 19.1700 28.700 19.4000 28.800 19.6100 28.900 19.8600 29.000 20.1100 29.100 20.3800 29.200 20.6400 29.300 20.8900 29.400 21.1700 29.500 21.4400 29.600 21.7200 29.700 21.9700 29.800 22.2000 29.900 22.4500 30.000 22.7300 30.100 23.0500 30.200 23.3600 30.300 23.6500 30.400 23.9300 30.500 24.1700 30.600 24.3500 30.700 24.5000 30.800 24.6600 30.900 24.8200 31.000 24.9900 31.100 25.1700 31.200 25.3300 31.300 25.4800 31.400 25.6400 31.500 25.7900 31.600 25.9500 31.700 26.1000 31.800 26.2200 31.900 26.3600 32.000 26.4900 32.100 26.6400 32.200 26.7800 32.300 26.9400 32.400 27.1000 32.500 27.2700 32.600 27.4500 32.700 27.6400 32.800 27.8200 32.900 28.0200 33.000 28.2400 33.100 28.4500 33.200 28.6800 33.300 28.9500 33.400 29.2100 33.500 29.4800 33.600 29.8200 33.700 30.1900 33.800 30.5400 33.900 30.9000 34.000 31.2500 34.100 31.6600 34.200 31.9900 34.300 32.2300 34.400 32.4200 34.500 32.6000 34.600 32.7600 34.700 32.9000 34.800 33.0300 34.900 33.1600 35.000 33.3100 35.100 33.4600 35.200 33.6000 35.300 33.7500 35.400 33.8900 35.500 34.0600 35.600 34.2300 35.700 34.4100 35.800 34.6000 35.900 34.8000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 218 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 36.000 35.0100 36.100 35.2200 36.200 35.4100 36.300 35.5500 36.400 35.6500 36.500 35.7800 36.600 35.9400 36.700 36.1000 36.800 36.2200 36.900 36.3400 37.000 36.4500 37.100 36.5600 37.200 36.6700 37.300 36.7700 37.400 36.8500 37.500 36.9400 37.600 37.0300 37.700 37.1100 37.800 37.1500 37.900 37.1900 38.000 37.2200 38.100 37.2500 38.200 37.2900 38.300 37.3200 38.400 37.3400 38.500 37.3500 38.600 37.3700 38.700 37.3800 38.800 37.3900 38.900 37.4000 39.000 37.4100 39.100 37.4200 39.200 37.4300 39.400 37.4300 39.500 37.4400 39.600 37.4500 ------------------------------------------------------------------------------------------ Name: NA0680 Base Flow(cfs): 0.000 Init Stage(ft): 5.800 Group: A Warn Stage(ft): 17.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 5.700 0.0100 6.500 0.0100 6.600 0.4300 6.700 0.4400 6.800 0.4400 6.900 0.4500 7.000 0.4600 7.100 0.4600 7.200 0.4700 7.300 0.4700 7.400 0.4800 7.500 0.4900 7.600 0.4900 7.700 0.5000 7.800 0.5100 7.900 0.5200 8.000 0.5300 8.100 0.5400 8.200 0.5500 8.300 0.5600 8.400 0.5700 8.500 0.5800 8.600 0.6100 8.700 0.6200 8.800 0.6300 9.000 0.6300 9.100 0.6400 9.400 0.6400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 219 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 9.500 0.6500 10.100 0.6500 10.200 0.6600 10.500 0.6600 10.600 0.6700 10.900 0.6700 11.000 0.6800 11.200 0.6800 11.300 0.6900 11.600 0.6900 11.700 0.7000 12.000 0.7000 12.100 0.7100 12.300 0.7100 12.400 0.7200 12.500 0.7200 12.600 0.7300 12.700 0.7400 12.800 0.7400 12.900 0.7500 13.000 0.7500 13.100 0.7600 13.200 0.7700 13.300 0.7800 13.400 0.7900 13.500 0.8100 13.600 0.8200 13.700 0.8400 13.800 0.8500 13.900 0.8600 14.000 0.8700 14.100 0.8900 14.200 0.9000 14.300 0.9100 14.400 0.9200 14.500 0.9300 14.600 0.9400 14.700 0.9500 14.800 0.9600 14.900 0.9800 15.000 0.9800 15.100 0.9900 15.200 1.0000 15.300 1.0200 15.400 1.0200 15.500 1.0300 15.900 1.0300 16.000 1.0400 16.400 1.0400 16.500 1.0500 17.000 1.0500 ------------------------------------------------------------------------------------------ Name: NA0690 Base Flow(cfs): 0.000 Init Stage(ft): 5.910 Group: A Warn Stage(ft): 35.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 2.350 0.0100 6.200 0.0100 6.300 0.0100 6.500 0.0100 6.600 1.6900 6.700 1.7100 6.800 1.7300 6.900 1.7500 7.000 1.7600 7.100 1.7700 7.200 1.7900 7.300 1.8000 7.400 1.8200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 220 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 7.500 1.8400 7.600 1.8500 7.700 1.8700 7.800 1.8900 7.900 1.9100 8.000 1.9300 8.100 1.9500 8.200 1.9700 8.300 1.9900 8.400 2.0200 8.500 2.0400 8.600 2.0700 8.700 2.1100 8.800 2.1300 8.900 2.1700 9.000 2.1900 9.100 2.2200 9.200 2.2500 9.300 2.2800 9.400 2.3100 9.500 2.3600 9.600 2.4100 9.700 2.4700 9.800 2.5400 9.900 2.6000 10.000 2.6700 10.100 2.7400 10.200 2.8200 10.300 2.8900 10.400 2.9700 10.500 3.0500 10.600 3.1400 10.700 3.2200 10.800 3.2900 10.900 3.3600 11.000 3.4200 11.100 3.5000 11.200 3.5600 11.300 3.6200 11.400 3.6900 11.500 3.7400 11.600 3.8100 11.700 3.8900 11.800 3.9700 11.900 4.0600 12.000 4.1500 12.100 4.2300 12.200 4.3200 12.300 4.4000 12.400 4.4800 12.500 4.5600 12.600 4.6200 12.700 4.6800 12.800 4.7400 12.900 4.7900 13.000 4.8400 13.100 4.8800 13.200 4.9300 13.300 4.9800 13.400 5.0200 13.500 5.0700 13.600 5.1200 13.700 5.1600 13.800 5.2100 13.900 5.2600 14.000 5.3100 14.100 5.3500 14.200 5.4000 14.300 5.4400 14.400 5.4900 14.500 5.5300 14.600 5.5700 14.700 5.6100 14.800 5.6500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 221 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 14.900 5.6900 15.000 5.7400 15.100 5.7900 15.200 5.8300 15.300 5.8700 15.400 5.9200 15.500 5.9600 15.600 6.0100 15.700 6.0600 15.800 6.1200 15.900 6.1700 16.000 6.2400 16.100 6.3100 16.200 6.3800 16.300 6.4700 16.400 6.5500 16.500 6.6200 16.600 6.6900 16.700 6.7600 16.800 6.8200 16.900 6.8800 17.000 6.9500 17.100 7.0100 17.200 7.0700 17.300 7.1400 17.400 7.2100 17.500 7.2900 17.600 7.3600 17.700 7.4200 17.800 7.4800 17.900 7.5500 18.000 7.6300 18.100 7.6900 18.200 7.7600 18.300 7.8300 18.400 7.8900 18.500 7.9600 18.600 8.0300 18.700 8.0900 18.800 8.1500 18.900 8.1900 19.000 8.2500 19.100 8.3000 19.200 8.3600 19.300 8.4100 19.400 8.4700 19.500 8.5200 19.600 8.5700 19.700 8.6100 19.800 8.6500 19.900 8.7100 20.000 8.7500 20.100 8.8000 20.200 8.8500 20.300 8.9000 20.400 8.9700 20.500 9.0300 20.600 9.1000 20.700 9.1700 20.800 9.2500 20.900 9.3500 21.000 9.4300 21.100 9.5000 21.200 9.5500 21.300 9.6000 21.400 9.6300 21.500 9.6600 21.600 9.6900 21.700 9.7200 21.800 9.7500 21.900 9.7700 22.000 9.7900 22.100 9.8100 22.200 9.8400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 222 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.300 9.8600 22.400 9.8800 22.500 9.9100 22.600 9.9400 22.700 9.9600 22.800 9.9900 22.900 10.0100 23.000 10.0400 23.100 10.0700 23.200 10.1100 23.300 10.1400 23.400 10.1700 23.500 10.2000 23.600 10.2300 23.700 10.2600 23.800 10.3000 23.900 10.3300 24.000 10.3700 24.100 10.4000 24.200 10.4400 24.300 10.4700 24.400 10.5000 24.500 10.5300 24.600 10.5500 24.700 10.5800 24.800 10.6000 24.900 10.6300 25.000 10.6500 25.100 10.6800 25.200 10.7000 25.300 10.7200 25.400 10.7500 25.500 10.7800 25.600 10.8000 25.700 10.8200 25.800 10.8400 25.900 10.8600 26.000 10.8900 26.100 10.9200 26.200 10.9400 26.300 10.9700 26.400 10.9900 26.500 11.0100 26.600 11.0400 26.700 11.0700 26.800 11.0900 26.900 11.1100 27.000 11.1400 27.100 11.1700 27.200 11.2000 27.300 11.2200 27.400 11.2500 27.500 11.2700 27.600 11.2900 27.700 11.3100 27.800 11.3300 27.900 11.3400 28.000 11.3600 28.100 11.3800 28.200 11.4000 28.300 11.4100 28.400 11.4400 28.500 11.4600 28.600 11.4900 28.700 11.5200 28.800 11.5500 28.900 11.5800 29.000 11.5900 29.100 11.6200 29.200 11.6400 29.300 11.6700 29.400 11.7100 29.500 11.7400 29.600 11.7700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 223 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 29.700 11.8000 29.800 11.8200 29.900 11.8500 30.000 11.8800 30.100 11.9100 30.200 11.9400 30.300 11.9700 30.400 12.0000 30.500 12.0500 30.600 12.1000 30.700 12.1400 30.800 12.1800 30.900 12.2400 31.000 12.2800 31.100 12.3300 31.200 12.3700 31.300 12.4200 31.400 12.4800 31.500 12.5100 31.600 12.5600 31.700 12.6100 31.800 12.6500 31.900 12.6900 32.000 12.7300 32.100 12.7700 32.200 12.8200 32.300 12.8600 32.400 12.9200 32.500 12.9600 32.600 13.0100 32.700 13.0600 32.800 13.1000 32.900 13.1500 33.000 13.2000 33.100 13.2500 33.200 13.3200 33.300 13.3900 33.400 13.4700 33.500 13.5500 33.600 13.6600 33.700 13.8400 33.800 14.0100 33.900 14.1800 34.000 14.3400 34.100 14.4600 34.200 14.5600 34.300 14.6100 34.400 14.6500 34.500 14.6900 34.600 14.7200 34.700 14.7600 34.800 14.7800 34.900 14.8000 35.000 14.8100 35.100 14.8300 35.300 14.8300 ------------------------------------------------------------------------------------------ Name: NA0700 Base Flow(cfs): 0.000 Init Stage(ft): 25.850 Group: A Warn Stage(ft): 40.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 25.750 0.0100 32.800 0.0100 32.900 0.0100 33.000 0.0100 33.100 0.0200 33.200 0.0600 33.300 0.1100 33.400 0.2300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 224 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.500 0.4100 33.600 0.6500 33.700 0.9200 33.800 1.2600 33.900 1.6500 34.000 2.0500 34.100 2.5300 34.200 2.9900 34.300 3.4300 34.400 3.8300 34.500 4.3300 34.600 4.8200 34.700 5.3800 34.800 5.9200 34.900 6.4500 35.000 6.9700 35.100 7.4900 35.200 8.0200 35.300 8.5700 35.400 9.1000 35.500 9.6100 35.600 10.0800 35.700 10.5500 35.800 11.0900 35.900 11.7200 36.000 12.3900 36.100 13.1500 36.200 13.9200 36.300 14.6600 36.400 15.3500 36.500 16.0400 36.600 16.7500 36.700 17.5300 36.800 18.4000 36.900 19.2500 37.000 20.0300 37.100 20.7900 37.200 21.5400 37.300 22.2300 37.400 22.8400 37.500 23.4700 37.600 24.1000 37.700 24.6800 37.800 25.1800 37.900 25.5800 38.000 25.9600 38.100 26.3000 38.200 26.6300 38.300 26.9400 38.400 27.2100 38.500 27.4500 38.600 27.6900 38.700 27.9100 38.800 28.0900 38.900 28.2800 39.000 28.4500 39.100 28.5800 39.200 28.6500 39.300 28.7000 39.400 28.7300 39.500 28.7600 39.600 28.7800 39.700 28.8000 39.800 28.8100 39.900 28.8200 40.000 28.8300 40.200 28.8300 40.300 28.8400 40.600 28.8400 ------------------------------------------------------------------------------------------ Name: NA0710 Base Flow(cfs): 0.000 Init Stage(ft): 5.910 Group: A Warn Stage(ft): 42.900 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 225 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 4.990 0.0100 12.100 0.0100 12.200 0.0100 12.300 0.0100 12.400 0.0100 12.500 0.0200 12.600 0.0200 12.700 0.0400 12.800 0.0500 12.900 0.0600 13.000 0.0800 13.100 0.0900 13.200 0.1000 13.300 0.1100 13.400 0.1300 13.500 0.1400 13.600 0.1500 13.700 0.1600 13.800 0.1700 13.900 0.1800 14.000 0.1900 14.100 0.2100 14.200 0.2300 14.300 0.2600 14.400 0.2800 14.500 0.3000 14.600 0.3200 14.700 0.3500 14.800 0.3700 14.900 0.4000 15.000 0.4300 15.100 0.4600 15.200 0.4800 15.300 0.5000 15.400 0.5300 15.500 0.5500 15.600 0.5700 15.700 0.6000 15.800 0.6300 15.900 0.6600 16.000 0.6800 16.100 0.7100 16.200 0.7400 16.300 0.7800 16.400 0.8200 16.500 0.8600 16.600 0.8900 16.700 0.9300 16.800 0.9600 16.900 0.9900 17.000 1.0200 17.100 1.0500 17.200 1.0900 17.300 1.1100 17.400 1.1400 17.500 1.1800 17.600 1.2100 17.700 1.2400 17.800 1.2700 17.900 1.3100 18.000 1.3500 18.100 1.3800 18.200 1.4100 18.300 1.4500 18.400 1.4900 18.500 1.5300 18.600 1.5600 18.700 1.6000 18.800 1.6500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 226 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.900 1.6900 19.000 1.7200 19.100 1.7500 19.200 1.7800 19.300 1.8200 19.400 1.8500 19.500 1.8800 19.600 1.9200 19.700 1.9500 19.800 1.9800 19.900 2.0200 20.000 2.0600 20.100 2.1000 20.200 2.1400 20.300 2.1800 20.400 2.2200 20.500 2.2700 20.600 2.3100 20.700 2.3600 20.800 2.4000 20.900 2.4400 21.000 2.4900 21.100 2.5300 21.200 2.5800 21.300 2.6300 21.400 2.6800 21.500 2.7300 21.600 2.7800 21.700 2.8200 21.800 2.8700 21.900 2.9200 22.000 2.9600 22.100 3.0100 22.200 3.0600 22.300 3.1100 22.400 3.1600 22.500 3.2200 22.600 3.2800 22.700 3.3400 22.800 3.4000 22.900 3.4600 23.000 3.5200 23.100 3.6000 23.200 3.6700 23.300 3.7300 23.400 3.7800 23.500 3.8300 23.600 3.8900 23.700 3.9600 23.800 4.0100 23.900 4.0700 24.000 4.1400 24.100 4.2000 24.200 4.2600 24.300 4.3200 24.400 4.3800 24.500 4.4400 24.600 4.4800 24.700 4.5500 24.800 4.6100 24.900 4.6700 25.000 4.7200 25.100 4.7700 25.200 4.8200 25.300 4.8800 25.400 4.9300 25.500 4.9800 25.600 5.0400 25.700 5.1000 25.800 5.1600 25.900 5.2100 26.000 5.2600 26.100 5.3100 26.200 5.3600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 227 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.300 5.4100 26.400 5.4700 26.500 5.5300 26.600 5.5800 26.700 5.6400 26.800 5.7000 26.900 5.7600 27.000 5.8000 27.100 5.8700 27.200 5.9200 27.300 5.9900 27.400 6.0600 27.500 6.1300 27.600 6.2000 27.700 6.2600 27.800 6.3200 27.900 6.3800 28.000 6.4500 28.100 6.5000 28.200 6.5700 28.300 6.6300 28.400 6.6900 28.500 6.7600 28.600 6.8200 28.700 6.8700 28.800 6.9300 28.900 7.0100 29.000 7.0600 29.100 7.1200 29.200 7.1900 29.300 7.2500 29.400 7.3200 29.500 7.3900 29.600 7.4600 29.700 7.5100 29.800 7.5700 29.900 7.6100 30.000 7.6600 30.100 7.7000 30.200 7.7500 30.300 7.7900 30.400 7.8200 30.500 7.8700 30.600 7.9000 30.700 7.9400 30.800 7.9700 30.900 8.0100 31.000 8.0400 31.100 8.0700 31.200 8.1100 31.300 8.1400 31.400 8.1700 31.500 8.2000 31.600 8.2400 31.700 8.2700 31.800 8.3000 31.900 8.3400 32.000 8.3700 32.100 8.4100 32.200 8.4400 32.300 8.4700 32.400 8.5000 32.500 8.5400 32.600 8.5800 32.700 8.6200 32.800 8.6500 32.900 8.6900 33.000 8.7200 33.100 8.7500 33.200 8.7900 33.300 8.8200 33.400 8.8500 33.500 8.8800 33.600 8.9100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 228 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.700 8.9400 33.800 8.9900 33.900 9.0500 34.000 9.0900 34.100 9.1300 34.200 9.1700 34.300 9.2300 34.400 9.3200 34.500 9.4100 34.600 9.5000 34.700 9.5700 34.800 9.6200 34.900 9.6800 35.000 9.7400 35.100 9.8200 35.200 9.8900 35.300 9.9200 35.400 9.9500 35.500 9.9800 35.600 10.0000 35.700 10.0200 35.800 10.0400 35.900 10.0500 36.000 10.0600 36.100 10.0700 36.200 10.0700 36.300 10.0800 36.500 10.0800 36.600 10.0900 36.800 10.0900 36.900 10.1000 37.100 10.1000 37.200 10.1100 37.400 10.1100 37.500 10.1200 37.700 10.1200 37.800 10.1300 38.000 10.1300 38.100 10.1400 38.200 10.1400 38.300 10.1500 38.500 10.1500 38.600 10.1600 38.800 10.1600 38.900 10.1700 39.000 10.1700 39.100 10.1800 39.200 10.1900 39.400 10.1900 39.500 10.2000 39.600 10.2100 39.700 10.2200 39.800 10.2200 39.900 10.2300 40.000 10.2300 40.100 10.2400 40.200 10.2500 40.300 10.2600 40.400 10.2700 40.500 10.2800 40.600 10.2900 40.700 10.3100 40.800 10.3200 40.900 10.3500 41.000 10.3700 41.100 10.3900 41.200 10.4100 41.300 10.4400 41.400 10.4600 41.500 10.4800 41.600 10.5000 41.700 10.5100 41.800 10.5200 41.900 10.5300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 229 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.000 10.5500 42.100 10.5600 42.200 10.5600 42.300 10.5700 42.400 10.5800 42.500 10.5800 42.600 10.5900 42.700 10.5900 42.800 10.6000 42.900 10.6000 ------------------------------------------------------------------------------------------ Name: NA0720 Base Flow(cfs): 0.000 Init Stage(ft): 24.700 Group: A Warn Stage(ft): 43.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 24.700 0.0100 24.800 0.0100 24.900 0.0100 25.200 0.0100 25.300 0.0200 25.900 0.0200 26.000 0.0300 27.000 0.0300 27.100 0.0400 27.400 0.0400 27.500 0.0500 27.600 0.0600 27.700 0.0600 27.800 0.0800 27.900 0.1000 28.000 0.1100 28.100 0.1200 28.200 0.1200 28.300 0.1300 28.400 0.1400 28.500 0.1400 28.600 0.1500 28.700 0.1600 28.800 0.1700 28.900 0.1700 29.000 0.1800 29.100 0.1900 29.200 0.1900 29.300 0.2000 29.400 0.2100 29.500 0.2200 29.600 0.2300 29.700 0.2300 29.800 0.2500 29.900 0.2600 30.000 0.2700 30.100 0.2900 30.200 0.3100 30.300 0.3200 30.400 0.3400 30.500 0.3500 30.600 0.3700 30.700 0.3900 30.800 0.4000 30.900 0.4200 31.000 0.4400 31.100 0.4600 31.200 0.4700 31.300 0.4900 31.400 0.5000 31.500 0.5300 31.600 0.5600 31.700 0.6100 31.800 0.6500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 230 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 31.900 0.7100 32.000 0.7800 32.100 0.8900 32.200 0.9700 32.300 1.0400 32.400 1.0900 32.500 1.1300 32.600 1.1800 32.700 1.2200 32.800 1.2600 32.900 1.3000 33.000 1.3500 33.100 1.3800 33.200 1.4100 33.300 1.4500 33.400 1.5000 33.500 1.5300 33.600 1.5500 33.700 1.5700 33.800 1.5800 33.900 1.6000 34.000 1.6200 34.100 1.6300 34.200 1.6500 34.300 1.6700 34.400 1.6800 34.500 1.7100 34.600 1.7400 34.700 1.7600 34.800 1.7900 34.900 1.8100 35.000 1.8400 35.100 1.8600 35.200 1.8900 35.300 1.9200 35.400 1.9400 35.500 1.9700 35.600 2.0100 35.700 2.0400 35.800 2.0800 35.900 2.1100 36.000 2.1400 36.100 2.1600 36.200 2.2000 36.300 2.2100 36.400 2.2400 36.500 2.2600 36.600 2.2900 36.700 2.3300 36.800 2.3600 36.900 2.3900 37.000 2.4300 37.100 2.4600 37.200 2.4900 37.300 2.5300 37.400 2.5700 37.500 2.6000 37.600 2.6300 37.700 2.6700 37.800 2.6900 37.900 2.7300 38.000 2.7800 38.100 2.8200 38.200 2.8600 38.300 2.9000 38.400 2.9400 38.500 2.9800 38.600 3.0300 38.700 3.0700 38.800 3.1100 38.900 3.1600 39.000 3.2200 39.100 3.2700 39.200 3.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 231 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 39.300 3.3900 39.400 3.4600 39.500 3.5500 39.600 3.6600 39.700 3.8000 39.800 3.9300 39.900 4.0400 40.000 4.1800 40.100 4.3500 40.200 4.5200 40.300 4.6800 40.400 4.8200 40.500 4.9800 40.600 5.1400 40.700 5.2400 40.800 5.3500 40.900 5.4700 41.000 5.6100 41.100 5.7500 41.200 5.8800 41.300 6.0700 41.400 6.3500 41.500 6.6400 41.600 6.9400 41.700 7.2600 41.800 7.5100 41.900 7.7400 42.000 7.9100 42.100 8.1000 42.200 8.2800 42.300 8.4200 42.400 8.6100 42.500 8.7300 42.600 8.8200 42.700 8.9500 42.800 9.0200 42.900 9.0700 43.000 9.0900 43.100 9.1100 43.200 9.1200 43.300 9.1300 43.600 9.1300 ------------------------------------------------------------------------------------------ Name: NA0730 Base Flow(cfs): 0.000 Init Stage(ft): 4.640 Group: A Warn Stage(ft): 11.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 4.600 0.1800 4.700 0.1900 5.200 0.1900 5.300 0.2000 5.500 0.2000 5.600 0.2100 5.700 0.2100 5.800 0.2200 6.000 0.2200 6.100 0.2300 6.700 0.2300 6.800 0.2400 6.900 0.2400 7.000 0.2500 7.100 0.2500 7.200 0.2600 7.300 0.2700 7.500 0.2700 7.600 0.2800 7.900 0.2800 8.000 0.2900 8.100 0.3000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 232 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 8.200 0.3200 8.300 0.3400 8.400 0.3800 8.500 0.4400 8.600 0.5300 8.700 0.6400 8.800 0.7600 8.900 0.8800 9.000 1.0200 9.100 1.1600 9.200 1.3400 9.300 1.5000 9.400 1.6500 9.500 1.7700 9.600 1.9000 9.700 2.0100 9.800 2.1300 9.900 2.2200 10.000 2.3000 10.100 2.3700 10.200 2.4500 10.300 2.5100 10.400 2.5600 10.500 2.5900 10.600 2.6200 10.700 2.6500 10.800 2.6700 10.900 2.6800 11.000 2.6900 11.100 2.7000 11.300 2.7000 11.400 2.7100 11.600 2.7100 ------------------------------------------------------------------------------------------ Name: NA0740 Base Flow(cfs): 0.000 Init Stage(ft): 6.280 Group: A Warn Stage(ft): 51.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 6.180 0.0100 7.200 0.0100 7.300 0.0100 8.200 0.0100 8.300 0.0100 9.000 0.0100 9.100 0.0200 9.200 0.0200 9.300 0.0300 9.400 0.0300 9.500 0.0400 9.600 0.0500 9.700 0.0500 9.800 0.0600 9.900 0.0800 10.000 0.0900 10.100 0.1000 10.200 0.1100 10.300 0.1200 10.400 0.1300 10.500 0.1400 10.600 0.1500 10.700 0.1700 10.800 0.1800 10.900 0.2000 11.000 0.2200 11.100 0.2400 11.200 0.2500 11.300 0.2700 11.400 0.3000 11.500 0.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 233 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 11.600 0.3600 11.700 0.4000 11.800 0.4200 11.900 0.4500 12.000 0.4800 12.100 0.5200 12.200 0.5500 12.300 0.5900 12.400 0.6400 12.500 0.6900 12.600 0.7400 12.700 0.7800 12.800 0.8200 12.900 0.8500 13.000 0.8900 13.100 0.9300 13.200 0.9800 13.300 1.0300 13.400 1.0700 13.500 1.1200 13.600 1.1600 13.700 1.2100 13.800 1.2500 13.900 1.3000 14.000 1.3400 14.100 1.3900 14.200 1.4400 14.300 1.5000 14.400 1.5600 14.500 1.6200 14.600 1.6800 14.700 1.7500 14.800 1.8100 14.900 1.8700 15.000 1.9300 15.100 2.0100 15.200 2.0900 15.300 2.1800 15.400 2.2700 15.500 2.3700 15.600 2.4700 15.700 2.5800 15.800 2.6800 15.900 2.8000 16.000 2.9100 16.100 3.0000 16.200 3.1000 16.300 3.1900 16.400 3.2700 16.500 3.3400 16.600 3.4100 16.700 3.4700 16.800 3.5300 16.900 3.6100 17.000 3.6800 17.100 3.7500 17.200 3.8200 17.300 3.9000 17.400 3.9500 17.500 4.0100 17.600 4.0600 17.700 4.1100 17.800 4.1400 17.900 4.1800 18.000 4.2200 18.100 4.2600 18.200 4.3000 18.300 4.3300 18.400 4.3600 18.500 4.4000 18.600 4.4300 18.700 4.4700 18.800 4.5000 18.900 4.5300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 234 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 19.000 4.5600 19.100 4.5800 19.200 4.6100 19.300 4.6300 19.400 4.6500 19.500 4.6700 19.600 4.6900 19.700 4.7200 19.800 4.7400 19.900 4.7600 20.000 4.7800 20.100 4.8100 20.200 4.8300 20.300 4.8600 20.400 4.8800 20.500 4.9000 20.600 4.9300 20.700 4.9600 20.800 4.9900 20.900 5.0100 21.000 5.0300 21.100 5.0600 21.200 5.0800 21.300 5.1100 21.400 5.1200 21.500 5.1500 21.600 5.1700 21.700 5.2000 21.800 5.2200 21.900 5.2400 22.000 5.2700 22.100 5.3000 22.200 5.3200 22.300 5.3600 22.400 5.3900 22.500 5.4100 22.600 5.4400 22.700 5.4800 22.800 5.5000 22.900 5.5200 23.000 5.5400 23.100 5.5600 23.200 5.5800 23.300 5.6000 23.400 5.6300 23.500 5.6400 23.600 5.6700 23.700 5.6900 23.800 5.7000 23.900 5.7300 24.000 5.7500 24.100 5.7700 24.200 5.7900 24.300 5.8100 24.400 5.8400 24.500 5.8500 24.600 5.8800 24.700 5.9000 24.800 5.9300 24.900 5.9500 25.000 5.9700 25.100 5.9900 25.200 6.0100 25.300 6.0300 25.400 6.0600 25.500 6.0900 25.600 6.1100 25.700 6.1400 25.800 6.1700 25.900 6.1900 26.000 6.2200 26.100 6.2500 26.200 6.2700 26.300 6.3100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 235 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.400 6.3400 26.500 6.3700 26.600 6.4000 26.700 6.4200 26.800 6.4500 26.900 6.4800 27.000 6.5100 27.100 6.5400 27.200 6.5700 27.300 6.6000 27.400 6.6300 27.500 6.6600 27.600 6.6800 27.700 6.7100 27.800 6.7400 27.900 6.7700 28.000 6.8000 28.100 6.8300 28.200 6.8700 28.300 6.9000 28.400 6.9400 28.500 6.9800 28.600 7.0200 28.700 7.0500 28.800 7.0800 28.900 7.1100 29.000 7.1400 29.100 7.1700 29.200 7.2000 29.300 7.2300 29.400 7.2700 29.500 7.3100 29.600 7.3400 29.700 7.3700 29.800 7.4000 29.900 7.4400 30.000 7.4600 30.100 7.5000 30.200 7.5300 30.300 7.5600 30.400 7.5900 30.500 7.6200 30.600 7.6500 30.700 7.6800 30.800 7.7100 30.900 7.7400 31.000 7.7700 31.100 7.8000 31.200 7.8300 31.300 7.8700 31.400 7.8900 31.500 7.9300 31.600 7.9500 31.700 7.9800 31.800 8.0100 31.900 8.0300 32.000 8.0600 32.100 8.0900 32.200 8.1300 32.300 8.1600 32.400 8.1900 32.500 8.2100 32.600 8.2400 32.700 8.2600 32.800 8.2900 32.900 8.3200 33.000 8.3500 33.100 8.3900 33.200 8.4200 33.300 8.4500 33.400 8.4800 33.500 8.5100 33.600 8.5300 33.700 8.5600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 236 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.800 8.5900 33.900 8.6200 34.000 8.6500 34.100 8.6700 34.200 8.7000 34.300 8.7300 34.400 8.7600 34.500 8.8000 34.600 8.8300 34.700 8.8600 34.800 8.8900 34.900 8.9300 35.000 8.9600 35.100 8.9900 35.200 9.0200 35.300 9.0400 35.400 9.0700 35.500 9.1000 35.600 9.1300 35.700 9.1600 35.800 9.2000 35.900 9.2300 36.000 9.2600 36.100 9.2900 36.200 9.3300 36.300 9.3600 36.400 9.3900 36.500 9.4300 36.600 9.4600 36.700 9.5000 36.800 9.5300 36.900 9.5700 37.000 9.6100 37.100 9.6500 37.200 9.6900 37.300 9.7400 37.400 9.7900 37.500 9.8500 37.600 9.9100 37.700 9.9800 37.800 10.0500 37.900 10.1000 38.000 10.1600 38.100 10.2300 38.200 10.2800 38.300 10.3400 38.400 10.3900 38.500 10.4300 38.600 10.4900 38.700 10.5300 38.800 10.5700 38.900 10.6100 39.000 10.6400 39.100 10.7000 39.200 10.7400 39.300 10.7800 39.400 10.8200 39.500 10.8600 39.600 10.8900 39.700 10.9300 39.800 10.9700 39.900 11.0100 40.000 11.0500 40.100 11.0900 40.200 11.1300 40.300 11.1600 40.400 11.2000 40.500 11.2400 40.600 11.2700 40.700 11.3100 40.800 11.3400 40.900 11.3800 41.000 11.4100 41.100 11.4400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 237 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 41.200 11.4800 41.300 11.5100 41.400 11.5500 41.500 11.5700 41.600 11.6100 41.700 11.6400 41.800 11.6600 41.900 11.6900 42.000 11.7300 42.100 11.7700 42.200 11.8000 42.300 11.8200 42.400 11.8500 42.500 11.8800 42.600 11.9100 42.700 11.9300 42.800 11.9600 42.900 11.9800 43.000 12.0000 43.100 12.0200 43.200 12.0400 43.300 12.0700 43.400 12.0900 43.500 12.1100 43.600 12.1400 43.700 12.1600 43.800 12.1900 43.900 12.2200 44.000 12.2500 44.100 12.2700 44.200 12.3000 44.300 12.3200 44.400 12.3500 44.500 12.3800 44.600 12.4100 44.700 12.4300 44.800 12.4600 44.900 12.5000 45.000 12.5200 45.100 12.5500 45.200 12.5700 45.300 12.6000 45.400 12.6300 45.500 12.6600 45.600 12.6900 45.700 12.7100 45.800 12.7300 45.900 12.7600 46.000 12.7800 46.100 12.8000 46.200 12.8300 46.300 12.8600 46.400 12.8900 46.500 12.9300 46.600 12.9600 46.700 12.9900 46.800 13.0300 46.900 13.0700 47.000 13.1200 47.100 13.1700 47.200 13.2200 47.300 13.2800 47.400 13.3500 47.500 13.4200 47.600 13.4700 47.700 13.5200 47.800 13.5600 47.900 13.6000 48.000 13.6700 48.100 13.7200 48.200 13.7700 48.300 13.8300 48.400 13.8700 48.500 13.8900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 238 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 48.600 13.9200 48.700 13.9600 48.800 13.9900 48.900 14.0300 49.000 14.0800 49.100 14.1200 49.200 14.1500 49.300 14.1800 49.400 14.2100 49.500 14.2300 49.600 14.2600 49.700 14.3000 49.800 14.3400 49.900 14.3700 50.000 14.3900 50.100 14.4000 50.200 14.4100 50.300 14.4100 50.400 14.4200 50.600 14.4200 50.700 14.4300 51.100 14.4300 51.200 14.4400 51.400 14.4400 51.500 14.4500 51.600 14.4600 51.800 14.4600 ------------------------------------------------------------------------------------------ Name: NA0750 Base Flow(cfs): 0.000 Init Stage(ft): 4.890 Group: A Warn Stage(ft): 17.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- -0.760 0.0100 4.900 0.0100 5.000 0.0100 5.100 0.0100 5.200 0.0100 5.300 0.0200 5.400 0.9800 5.500 0.9900 5.600 1.0000 5.700 1.0100 5.800 1.0300 5.900 1.0400 6.000 1.0500 6.100 1.0600 6.200 1.0800 6.300 1.0900 6.400 1.1000 6.500 1.1200 6.600 1.1300 6.700 1.1400 6.800 1.1500 6.900 1.1700 7.000 1.1800 7.100 1.2100 7.200 1.2500 7.300 1.3100 7.400 1.4100 7.500 1.5300 7.600 1.6800 7.700 1.8500 7.800 2.0200 7.900 2.1700 8.000 2.3200 8.100 2.4800 8.200 2.6000 8.300 2.7100 8.400 2.8000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 239 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 8.500 2.8900 8.600 2.9900 8.700 3.0800 8.800 3.1600 8.900 3.2600 9.000 3.3600 9.100 3.4400 9.200 3.5200 9.300 3.6000 9.400 3.6600 9.500 3.7200 9.600 3.7900 9.700 3.8700 9.800 3.9500 9.900 4.0000 10.000 4.0700 10.100 4.1400 10.200 4.2100 10.300 4.2800 10.400 4.3400 10.500 4.4000 10.600 4.4500 10.700 4.5200 10.800 4.5800 10.900 4.6400 11.000 4.6800 11.100 4.7200 11.200 4.7700 11.300 4.8300 11.400 4.8800 11.500 4.9300 11.600 4.9700 11.700 5.0100 11.800 5.0300 11.900 5.0600 12.000 5.0900 12.100 5.1100 12.200 5.1300 12.300 5.1500 12.400 5.1600 12.500 5.1800 12.600 5.2100 12.700 5.2300 12.800 5.2500 12.900 5.2700 13.000 5.2800 13.100 5.2900 13.200 5.3100 13.300 5.3300 13.400 5.3500 13.500 5.3700 13.600 5.3900 13.700 5.4100 13.800 5.4300 13.900 5.4500 14.000 5.4600 14.100 5.4800 14.200 5.4900 14.300 5.5000 14.400 5.5200 14.500 5.5400 14.600 5.5700 14.700 5.5900 14.800 5.6000 14.900 5.6200 15.000 5.6300 15.100 5.6500 15.200 5.6800 15.300 5.7000 15.400 5.7400 15.500 5.7700 15.600 5.8100 15.700 5.8300 15.800 5.8500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 240 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 15.900 5.8700 16.000 5.8900 16.100 5.9100 16.200 5.9300 16.300 5.9500 16.600 5.9500 16.700 5.9600 17.100 5.9600 17.200 5.9700 17.600 5.9700 17.700 5.9800 ------------------------------------------------------------------------------------------ Name: NA0760 Base Flow(cfs): 0.000 Init Stage(ft): 4.890 Group: A Warn Stage(ft): 18.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 2.040 0.0100 9.500 0.0100 9.600 0.0100 10.000 0.0100 10.100 0.0100 10.300 0.0100 10.400 0.0200 10.500 0.0200 10.600 0.0300 10.700 0.0300 10.800 0.0400 11.000 0.0400 11.100 0.0500 11.200 0.0600 11.300 0.0600 11.400 0.0700 11.500 0.0700 11.600 0.0800 11.700 0.0800 11.800 0.0900 11.900 0.0900 12.000 0.1000 12.100 0.1000 12.200 0.1100 12.300 0.1100 12.400 0.1200 12.500 0.1300 12.600 0.1300 12.700 0.1400 12.800 0.1500 12.900 0.1600 13.000 0.1600 13.100 0.1800 13.200 0.1800 13.300 0.1900 13.400 0.2000 13.500 0.2100 13.600 0.2200 13.700 0.2300 13.800 0.2400 13.900 0.2500 14.000 0.2600 14.100 0.2600 14.200 0.2800 14.300 0.2800 14.400 0.2900 14.500 0.3000 14.600 0.3100 14.700 0.3200 14.800 0.3300 14.900 0.3400 15.000 0.3500 15.100 0.3600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 241 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 15.200 0.3700 15.300 0.3800 15.400 0.3900 15.500 0.4100 15.600 0.4200 15.700 0.4200 15.800 0.4400 15.900 0.4500 16.000 0.4600 16.100 0.4700 16.200 0.4800 16.300 0.4800 16.400 0.4900 16.500 0.5000 16.600 0.5100 16.700 0.5100 16.800 0.5200 16.900 0.5300 17.000 0.5300 17.100 0.5400 17.200 0.5500 17.300 0.5700 17.400 0.5900 17.500 0.6000 17.600 0.6100 17.700 0.6200 17.800 0.6200 17.900 0.6300 18.000 0.6400 18.400 0.6400 18.500 0.6500 18.600 0.6500 ------------------------------------------------------------------------------------------ Name: NA0770 Base Flow(cfs): 0.000 Init Stage(ft): 7.040 Group: A Plunge Factor: 1.00 Warn Stage(ft): 17.040 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 7.040 0.1000 17.040 0.1000 ------------------------------------------------------------------------------------------ Name: NA0780 Base Flow(cfs): 0.000 Init Stage(ft): 7.140 Group: A Plunge Factor: 1.00 Warn Stage(ft): 17.140 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 7.140 0.1000 17.140 0.1000 ------------------------------------------------------------------------------------------ Name: NA0790 Base Flow(cfs): 0.000 Init Stage(ft): 12.140 Group: A Warn Stage(ft): 19.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 12.040 0.0100 14.900 0.0100 15.000 0.0100 15.200 0.0100 15.300 0.0100 15.600 0.0100 15.700 0.0200 15.900 0.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 242 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 16.000 0.0300 16.100 0.0300 16.200 0.0400 16.300 0.0400 16.400 0.0500 16.500 0.0700 16.600 0.0900 16.700 0.1100 16.800 0.1400 16.900 0.1700 17.000 0.2100 17.100 0.2500 17.200 0.2900 17.300 0.3300 17.400 0.3800 17.500 0.4200 17.600 0.4500 17.700 0.4800 17.800 0.5200 17.900 0.5500 18.000 0.6000 18.100 0.6300 18.200 0.6900 18.300 0.7200 18.400 0.7700 18.500 0.8200 18.600 0.8500 18.700 0.9000 18.800 0.9400 18.900 0.9500 19.500 0.9500 ------------------------------------------------------------------------------------------ Name: NA0800 Base Flow(cfs): 0.000 Init Stage(ft): 14.600 Group: A Warn Stage(ft): 47.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 14.500 0.0100 16.700 0.0100 16.800 0.0100 17.200 0.0100 17.300 0.0100 17.500 0.0100 17.600 0.0200 17.700 0.0300 17.800 0.0400 17.900 0.0400 18.000 0.0500 18.100 0.0500 18.200 0.0600 18.300 0.0700 18.400 0.0900 18.500 0.1100 18.600 0.1300 18.700 0.1500 18.800 0.1700 18.900 0.1900 19.000 0.2200 19.100 0.2400 19.200 0.2600 19.300 0.2900 19.400 0.3200 19.500 0.3500 19.600 0.3800 19.700 0.4100 19.800 0.4400 19.900 0.4800 20.000 0.5400 20.100 0.6000 20.200 0.6600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 243 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.300 0.7100 20.400 0.7400 20.500 0.7700 20.600 0.7900 20.700 0.8200 20.800 0.8500 20.900 0.9300 21.000 0.9800 21.100 1.0100 21.200 1.0300 21.300 1.0500 21.400 1.0600 21.500 1.0600 21.600 1.0800 21.700 1.0900 21.800 1.1100 21.900 1.1200 22.000 1.1300 22.100 1.1500 22.200 1.1600 22.300 1.1700 22.400 1.1800 22.500 1.1800 22.600 1.1900 22.800 1.1900 22.900 1.2000 23.200 1.2000 23.300 1.2100 23.500 1.2100 23.600 1.2200 23.800 1.2200 23.900 1.2300 24.100 1.2300 24.200 1.2400 24.400 1.2400 24.500 1.2500 24.600 1.2500 24.700 1.2600 24.900 1.2600 25.000 1.2700 25.200 1.2700 25.300 1.2800 25.700 1.2800 25.800 1.2900 26.300 1.2900 26.400 1.3000 27.000 1.3000 27.100 1.3100 27.600 1.3100 27.700 1.3200 28.200 1.3200 28.300 1.3300 28.800 1.3300 28.900 1.3400 29.400 1.3400 29.500 1.3500 29.900 1.3500 30.000 1.3600 30.500 1.3600 30.600 1.3700 31.200 1.3700 31.300 1.3800 31.600 1.3800 31.700 1.3900 32.200 1.3900 32.300 1.4000 32.800 1.4000 32.900 1.4100 33.200 1.4100 33.300 1.4200 33.600 1.4200 33.700 1.4300 34.000 1.4300 34.100 1.4400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 244 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.400 1.4400 34.500 1.4500 34.800 1.4500 34.900 1.4600 35.200 1.4600 35.300 1.4700 35.500 1.4700 35.600 1.4800 35.800 1.4800 35.900 1.4900 36.100 1.4900 36.200 1.5000 36.400 1.5000 36.500 1.5100 36.600 1.5100 36.700 1.5200 36.800 1.5200 36.900 1.5300 37.000 1.5300 37.100 1.5400 37.200 1.5500 37.300 1.5700 37.400 1.5800 37.500 1.5900 37.600 1.6000 37.700 1.6100 37.800 1.6100 37.900 1.6200 38.000 1.6300 38.100 1.6300 38.200 1.6400 38.300 1.6400 38.400 1.6500 38.500 1.6600 38.600 1.6700 38.700 1.6700 38.800 1.6800 38.900 1.6900 39.000 1.6900 39.100 1.7000 39.200 1.7100 39.300 1.7200 39.400 1.7200 39.500 1.7300 39.600 1.7400 39.700 1.7400 39.800 1.7500 39.900 1.7500 40.000 1.7600 40.100 1.7600 40.200 1.7700 40.300 1.7800 40.400 1.7800 40.500 1.7900 40.600 1.7900 40.700 1.8000 40.800 1.8100 40.900 1.8100 41.000 1.8200 41.100 1.8200 41.200 1.8300 41.300 1.8300 41.400 1.8400 41.500 1.8400 41.600 1.8500 41.800 1.8500 41.900 1.8600 42.000 1.8600 42.100 1.8700 42.200 1.8700 42.300 1.8800 42.400 1.8900 42.600 1.8900 42.700 1.9000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 245 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.800 1.9000 42.900 1.9100 43.000 1.9100 43.100 1.9200 43.300 1.9200 43.400 1.9300 43.500 1.9400 43.600 1.9400 43.700 1.9500 43.800 1.9500 43.900 1.9600 44.000 1.9700 44.100 1.9800 44.200 1.9900 44.300 2.0100 44.400 2.0300 44.500 2.0400 44.600 2.0600 44.700 2.0800 44.800 2.1100 44.900 2.1400 45.000 2.1700 45.100 2.2000 45.200 2.2100 45.300 2.2400 45.400 2.2500 45.500 2.2700 45.600 2.2800 45.700 2.3000 45.800 2.3100 45.900 2.3300 46.000 2.3400 47.700 2.3400 ------------------------------------------------------------------------------------------ Name: NA0810 Base Flow(cfs): 0.000 Init Stage(ft): 14.700 Group: A Warn Stage(ft): 50.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 14.700 0.0100 14.900 0.0100 15.000 0.0100 15.400 0.0100 15.500 0.0200 15.800 0.0200 15.900 0.0300 16.000 0.0300 16.100 0.0400 16.200 0.0400 16.300 0.0500 16.400 0.0600 16.500 0.0700 16.600 0.0800 16.700 0.0900 16.800 0.1100 16.900 0.1200 17.000 0.1400 17.100 0.1600 17.200 0.1900 17.300 0.2500 17.400 0.3300 17.500 0.4300 17.600 0.5200 17.700 0.6100 17.800 0.6700 17.900 0.7200 18.000 0.7800 18.100 0.8400 18.200 0.9100 18.300 1.0300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 246 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.400 1.1600 18.500 1.3200 18.600 1.4500 18.700 1.5800 18.800 1.7100 18.900 1.8500 19.000 1.9700 19.100 2.0700 19.200 2.1700 19.300 2.2700 19.400 2.3700 19.500 2.4700 19.600 2.5600 19.700 2.6500 19.800 2.7500 19.900 2.8600 20.000 2.9700 20.100 3.0900 20.200 3.2100 20.300 3.3300 20.400 3.4800 20.500 3.6200 20.600 3.7600 20.700 3.8600 20.800 3.9600 20.900 4.0600 21.000 4.1700 21.100 4.2800 21.200 4.4200 21.300 4.5900 21.400 4.7500 21.500 4.9000 21.600 5.0500 21.700 5.1900 21.800 5.3300 21.900 5.4800 22.000 5.6000 22.100 5.7000 22.200 5.7500 22.300 5.8000 22.400 5.8300 22.500 5.8700 22.600 5.9200 22.700 5.9600 22.800 6.0000 22.900 6.0400 23.000 6.0800 23.100 6.1200 23.200 6.1700 23.300 6.2100 23.400 6.2500 23.500 6.2900 23.600 6.3300 23.700 6.3700 23.800 6.4100 23.900 6.4500 24.000 6.5000 24.100 6.5500 24.200 6.5900 24.300 6.6500 24.400 6.6800 24.500 6.7000 24.600 6.7200 24.700 6.7500 24.800 6.7800 24.900 6.8100 25.000 6.8600 25.100 6.8900 25.200 6.9300 25.300 6.9500 25.400 6.9800 25.500 7.0100 25.600 7.0300 25.700 7.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 247 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.800 7.0900 25.900 7.1100 26.000 7.1400 26.100 7.1600 26.200 7.1800 26.300 7.2000 26.400 7.2400 26.500 7.2900 26.600 7.3300 26.700 7.3600 26.800 7.3900 26.900 7.4200 27.000 7.4600 27.100 7.4900 27.200 7.5100 27.300 7.5300 27.400 7.5400 27.500 7.5600 27.600 7.5700 27.700 7.5800 27.800 7.5900 27.900 7.6100 28.000 7.6200 28.100 7.6300 28.200 7.6300 28.300 7.6400 28.400 7.6500 28.500 7.6600 28.600 7.6600 28.700 7.6700 28.800 7.6800 28.900 7.6800 29.000 7.6900 29.100 7.7000 29.200 7.7100 29.300 7.7200 29.400 7.7300 29.500 7.7500 29.600 7.7700 29.700 7.7900 29.800 7.8100 29.900 7.8300 30.000 7.8400 30.100 7.8600 30.200 7.8700 30.300 7.8900 30.400 7.9100 30.500 7.9300 30.600 7.9400 30.700 7.9600 30.800 7.9800 30.900 8.0000 31.000 8.0300 31.100 8.0500 31.200 8.0700 31.300 8.0900 31.400 8.1100 31.500 8.1400 31.600 8.1700 31.700 8.2000 31.800 8.2400 31.900 8.2700 32.000 8.3000 32.100 8.3300 32.200 8.3600 32.300 8.3900 32.400 8.4100 32.500 8.4300 32.600 8.4600 32.700 8.4700 32.800 8.5000 32.900 8.5100 33.000 8.5300 33.100 8.5500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 248 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.200 8.5700 33.300 8.5900 33.400 8.6100 33.500 8.6200 33.600 8.6400 33.700 8.6500 33.800 8.6700 33.900 8.6900 34.000 8.7000 34.100 8.7100 34.200 8.7200 34.300 8.7300 34.400 8.7400 34.500 8.7500 34.600 8.7700 34.700 8.7800 34.800 8.7900 34.900 8.8000 35.000 8.8200 35.100 8.8400 35.200 8.8500 35.300 8.8600 35.400 8.8800 35.500 8.8900 35.600 8.9100 35.700 8.9200 35.800 8.9300 35.900 8.9600 36.000 8.9800 36.100 9.0000 36.200 9.0200 36.300 9.0300 36.400 9.0500 36.500 9.0700 36.600 9.0900 36.700 9.1000 36.800 9.1200 36.900 9.1300 37.000 9.1500 37.100 9.1600 37.200 9.1800 37.300 9.1900 37.400 9.2100 37.500 9.2200 37.600 9.2400 37.700 9.2500 37.800 9.2600 37.900 9.2800 38.000 9.2900 38.100 9.3100 38.200 9.3300 38.300 9.3400 38.400 9.3600 38.500 9.3800 38.600 9.4000 38.700 9.4100 38.800 9.4200 38.900 9.4400 39.000 9.4500 39.100 9.4700 39.200 9.4900 39.300 9.5100 39.400 9.5300 39.500 9.5500 39.600 9.5800 39.700 9.6000 39.800 9.6300 39.900 9.6500 40.000 9.6700 40.100 9.6900 40.200 9.7200 40.300 9.7400 40.400 9.7600 40.500 9.7900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 249 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 40.600 9.8100 40.700 9.8400 40.800 9.8700 40.900 9.9000 41.000 9.9300 41.100 9.9600 41.200 10.0000 41.300 10.0300 41.400 10.0700 41.500 10.1100 41.600 10.1500 41.700 10.1800 41.800 10.2200 41.900 10.2600 42.000 10.2900 42.100 10.3200 42.200 10.3600 42.300 10.3900 42.400 10.4300 42.500 10.4600 42.600 10.5000 42.700 10.5400 42.800 10.5700 42.900 10.6200 43.000 10.6600 43.100 10.7000 43.200 10.7500 43.300 10.7800 43.400 10.8300 43.500 10.8800 43.600 10.9200 43.700 10.9600 43.800 11.0000 43.900 11.0400 44.000 11.0800 44.100 11.1300 44.200 11.1800 44.300 11.2300 44.400 11.2800 44.500 11.3100 44.600 11.3500 44.700 11.4000 44.800 11.4500 44.900 11.5100 45.000 11.5700 45.100 11.6400 45.200 11.7400 45.300 11.8900 45.400 12.0700 45.500 12.2700 45.600 12.4700 45.700 12.6500 45.800 12.8200 45.900 12.9600 46.000 13.1100 46.100 13.2800 46.200 13.4300 46.300 13.5700 46.400 13.7200 46.500 13.8700 46.600 14.0400 46.700 14.2000 46.800 14.3800 46.900 14.5500 47.000 14.6900 47.100 14.8600 47.200 15.0100 47.300 15.1600 47.400 15.3000 47.500 15.4600 47.600 15.5900 47.700 15.7100 47.800 15.8400 47.900 15.9700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 250 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 48.000 16.0900 48.100 16.2000 48.200 16.3100 48.300 16.4100 48.400 16.5200 48.500 16.6300 48.600 16.7400 48.700 16.8700 48.800 17.0000 48.900 17.1400 49.000 17.2900 49.100 17.4400 49.200 17.5600 49.300 17.6700 49.400 17.7500 49.500 17.8400 49.600 17.8900 49.700 17.9300 49.800 17.9400 50.300 17.9400 ------------------------------------------------------------------------------------------ Name: NA0820 Base Flow(cfs): 0.000 Init Stage(ft): 7.940 Group: A Plunge Factor: 1.00 Warn Stage(ft): 50.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 7.840 0.0100 13.800 0.0100 13.900 0.0100 14.300 0.0100 14.400 0.0100 14.500 0.0100 14.600 0.0200 14.700 0.0400 14.800 0.0700 14.900 0.1000 15.000 0.1400 15.100 0.1800 15.200 0.2200 15.300 0.2800 15.400 0.3400 15.500 0.4000 15.600 0.4700 15.700 0.5400 15.800 0.6200 15.900 0.6900 16.000 0.7500 16.100 0.8100 16.200 0.8600 16.300 0.9100 16.400 0.9600 16.500 1.0300 16.600 1.1100 16.700 1.2000 16.800 1.2700 16.900 1.3400 17.000 1.4100 17.100 1.4700 17.200 1.5200 17.300 1.5800 17.400 1.6400 17.500 1.6900 17.600 1.7500 17.700 1.8100 17.800 1.8900 17.900 1.9400 18.000 1.9800 18.100 2.0400 18.200 2.0900 18.300 2.1400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 251 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.400 2.2000 18.500 2.2600 18.600 2.3300 18.700 2.4000 18.800 2.4700 18.900 2.5500 19.000 2.6300 19.100 2.7000 19.200 2.7700 19.300 2.8400 19.400 2.9100 19.500 2.9800 19.600 3.0500 19.700 3.1400 19.800 3.2000 19.900 3.2700 20.000 3.3300 20.100 3.3900 20.200 3.4400 20.300 3.5200 20.400 3.5800 20.500 3.6400 20.600 3.7000 20.700 3.7600 20.800 3.8200 20.900 3.8800 21.000 3.9400 21.100 4.0000 21.200 4.0600 21.300 4.1100 21.400 4.1600 21.500 4.2000 21.600 4.2400 21.700 4.2800 21.800 4.3200 21.900 4.3600 22.000 4.4000 22.100 4.4300 22.200 4.4600 22.300 4.4900 22.400 4.5200 22.500 4.5500 22.600 4.5900 22.700 4.6100 22.800 4.6400 22.900 4.6600 23.000 4.6800 23.100 4.7100 23.200 4.7300 23.300 4.7600 23.400 4.7900 23.500 4.8300 23.600 4.8600 23.700 4.8800 23.800 4.9000 23.900 4.9200 24.000 4.9400 24.100 4.9600 24.200 4.9900 24.300 5.0100 24.400 5.0300 24.500 5.0600 24.600 5.0800 24.700 5.1100 24.800 5.1300 24.900 5.1600 25.000 5.1900 25.100 5.2200 25.200 5.2500 25.300 5.2800 25.400 5.3100 25.500 5.3400 25.600 5.3600 25.700 5.3900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 252 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.800 5.4200 25.900 5.4400 26.000 5.4700 26.100 5.4900 26.200 5.5100 26.300 5.5300 26.400 5.5500 26.500 5.5700 26.600 5.5900 26.700 5.6100 26.800 5.6300 26.900 5.6500 27.000 5.6700 27.100 5.6900 27.200 5.7100 27.300 5.7400 27.400 5.7600 27.500 5.7800 27.600 5.8000 27.700 5.8100 27.800 5.8300 27.900 5.8400 28.000 5.8600 28.100 5.8800 28.200 5.8900 28.300 5.9000 28.400 5.9100 28.500 5.9300 28.600 5.9500 28.700 5.9600 28.800 5.9800 28.900 5.9900 29.000 6.0200 29.100 6.0300 29.200 6.0500 29.300 6.0600 29.400 6.0900 29.500 6.1100 29.600 6.1300 29.700 6.1500 29.800 6.1700 29.900 6.1900 30.000 6.2100 30.100 6.2300 30.200 6.2500 30.300 6.2800 30.400 6.2900 30.500 6.3100 30.600 6.3300 30.700 6.3500 30.800 6.3700 30.900 6.4000 31.000 6.4200 31.100 6.4300 31.200 6.4500 31.300 6.4700 31.400 6.4900 31.500 6.5200 31.600 6.5600 31.700 6.5800 31.800 6.6100 31.900 6.6300 32.000 6.6500 32.100 6.6700 32.200 6.7000 32.300 6.7200 32.400 6.7400 32.500 6.7600 32.600 6.7800 32.700 6.8000 32.800 6.8200 32.900 6.8400 33.000 6.8700 33.100 6.8900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 253 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.200 6.9100 33.300 6.9400 33.400 6.9700 33.500 6.9900 33.600 7.0100 33.700 7.0400 33.800 7.0600 33.900 7.0800 34.000 7.1000 34.100 7.1200 34.200 7.1500 34.300 7.1800 34.400 7.2000 34.500 7.2200 34.600 7.2400 34.700 7.2600 34.800 7.2900 34.900 7.3100 35.000 7.3400 35.100 7.3600 35.200 7.3800 35.300 7.4000 35.400 7.4300 35.500 7.4500 35.600 7.4700 35.700 7.5000 35.800 7.5300 35.900 7.5600 36.000 7.5800 36.100 7.6000 36.200 7.6300 36.300 7.6400 36.400 7.6800 36.500 7.6900 36.600 7.7100 36.700 7.7400 36.800 7.7600 36.900 7.7700 37.000 7.7900 37.100 7.8100 37.200 7.8300 37.300 7.8500 37.400 7.8600 37.500 7.8800 37.600 7.9000 37.700 7.9300 37.800 7.9500 37.900 7.9700 38.000 7.9900 38.100 8.0100 38.200 8.0300 38.300 8.0600 38.400 8.0900 38.500 8.1100 38.600 8.1300 38.700 8.1500 38.800 8.1700 38.900 8.1900 39.000 8.2100 39.100 8.2400 39.200 8.2500 39.300 8.2800 39.400 8.3000 39.500 8.3100 39.600 8.3300 39.700 8.3500 39.800 8.3700 39.900 8.3900 40.000 8.4100 40.100 8.4300 40.200 8.4500 40.300 8.4700 40.400 8.4900 40.500 8.5100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 254 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 40.600 8.5300 40.700 8.5500 40.800 8.5700 40.900 8.5800 41.000 8.6000 41.100 8.6200 41.200 8.6500 41.300 8.6800 41.400 8.7000 41.500 8.7300 41.600 8.7500 41.700 8.7800 41.800 8.8000 41.900 8.8200 42.000 8.8500 42.100 8.8700 42.200 8.9000 42.300 8.9300 42.400 8.9700 42.500 9.0000 42.600 9.0300 42.700 9.0700 42.800 9.1000 42.900 9.1300 43.000 9.1600 43.100 9.2000 43.200 9.2300 43.300 9.2600 43.400 9.2900 43.500 9.3200 43.600 9.3500 43.700 9.3800 43.800 9.4200 43.900 9.4400 44.000 9.4600 44.100 9.4900 44.200 9.5300 44.300 9.5600 44.400 9.6000 44.500 9.6300 44.600 9.6600 44.700 9.6900 44.800 9.7200 44.900 9.7500 45.000 9.7800 45.100 9.8200 45.200 9.8600 45.300 9.8900 45.400 9.9300 45.500 9.9700 45.600 10.0100 45.700 10.0600 45.800 10.1000 45.900 10.1400 46.000 10.2000 46.100 10.2500 46.200 10.2900 46.300 10.3400 46.400 10.3900 46.500 10.4300 46.600 10.4700 46.700 10.5200 46.800 10.5700 46.900 10.6100 47.000 10.6600 47.100 10.6900 47.200 10.7400 47.300 10.7700 47.400 10.8100 47.500 10.8600 47.600 10.9000 47.700 10.9500 47.800 11.0100 47.900 11.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 255 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 48.000 11.1300 48.100 11.1900 48.200 11.2400 48.300 11.2800 48.400 11.3100 48.500 11.3300 48.600 11.3500 48.700 11.3600 48.800 11.3700 48.900 11.3800 49.000 11.4000 49.200 11.4000 49.300 11.4100 50.000 11.4100 ------------------------------------------------------------------------------------------ Name: NA0830 Base Flow(cfs): 0.000 Init Stage(ft): 8.040 Group: A Warn Stage(ft): 44.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 7.940 0.0100 15.500 0.0100 15.600 0.0100 16.100 0.0100 16.200 0.0100 16.500 0.0100 16.600 0.0200 16.700 0.0300 16.800 0.0600 16.900 0.0900 17.000 0.1300 17.100 0.1700 17.200 0.2100 17.300 0.2500 17.400 0.3100 17.500 0.3800 17.600 0.4400 17.700 0.4900 17.800 0.5400 17.900 0.5800 18.000 0.6200 18.100 0.6500 18.200 0.6900 18.300 0.7300 18.400 0.7700 18.500 0.8300 18.600 0.8800 18.700 0.9400 18.800 0.9800 18.900 1.0200 19.000 1.0600 19.100 1.0900 19.200 1.1200 19.300 1.1500 19.400 1.1700 19.500 1.1900 19.600 1.2200 19.700 1.2500 19.800 1.2900 19.900 1.3200 20.000 1.3500 20.100 1.3600 20.200 1.3800 20.300 1.3900 20.400 1.4200 20.500 1.4400 20.600 1.4600 20.700 1.4800 20.800 1.4900 20.900 1.5100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 256 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 21.000 1.5200 21.100 1.5300 21.200 1.5500 21.300 1.5700 21.400 1.6000 21.500 1.6200 21.600 1.6500 21.700 1.6700 21.800 1.7000 21.900 1.7200 22.000 1.7600 22.100 1.7800 22.200 1.8100 22.300 1.8200 22.400 1.8300 22.500 1.8400 22.600 1.8500 22.700 1.8600 22.800 1.8600 22.900 1.8700 23.000 1.8800 23.100 1.8800 23.200 1.8900 23.300 1.9000 23.400 1.9000 23.500 1.9100 23.600 1.9200 23.700 1.9300 23.800 1.9400 23.900 1.9600 24.000 1.9700 24.100 1.9800 24.200 2.0000 24.300 2.0200 24.400 2.0400 24.500 2.0600 24.600 2.0700 24.700 2.0800 24.800 2.0900 24.900 2.1000 25.000 2.1100 25.100 2.1200 25.200 2.1200 25.300 2.1300 25.400 2.1400 25.500 2.1400 25.600 2.1600 25.700 2.1700 25.800 2.1900 25.900 2.2100 26.000 2.2200 26.100 2.2300 26.200 2.2300 26.300 2.2400 26.400 2.2500 26.500 2.2600 26.600 2.2800 26.700 2.2900 26.800 2.2900 26.900 2.3000 27.000 2.3100 27.100 2.3200 27.200 2.3200 27.300 2.3300 27.400 2.3400 27.500 2.3400 27.600 2.3500 27.700 2.3600 27.800 2.3700 27.900 2.3800 28.000 2.4000 28.100 2.4100 28.200 2.4200 28.300 2.4300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 257 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.400 2.4400 28.500 2.4500 28.600 2.4600 28.700 2.4600 28.800 2.4700 28.900 2.4700 29.000 2.4800 29.100 2.4800 29.200 2.4900 29.500 2.4900 29.600 2.5000 29.700 2.5000 29.800 2.5100 30.100 2.5100 30.200 2.5200 30.400 2.5200 30.500 2.5300 30.700 2.5300 30.800 2.5400 30.900 2.5400 31.000 2.5500 31.100 2.5500 31.200 2.5600 31.300 2.5600 31.400 2.5700 31.500 2.5700 31.600 2.5800 31.700 2.5900 31.800 2.5900 31.900 2.6000 32.000 2.6100 32.100 2.6100 32.200 2.6200 32.300 2.6300 32.400 2.6400 32.500 2.6500 32.600 2.6500 32.700 2.6600 32.800 2.6700 32.900 2.6800 33.000 2.6800 33.100 2.6900 33.200 2.7000 33.300 2.7100 33.400 2.7200 33.500 2.7200 33.600 2.7300 33.700 2.7300 33.800 2.7400 33.900 2.7400 34.000 2.7500 34.200 2.7500 34.300 2.7600 34.400 2.7600 34.500 2.7700 34.600 2.7700 34.700 2.7800 34.800 2.7900 34.900 2.7900 35.000 2.8000 35.100 2.8000 35.200 2.8100 35.300 2.8100 35.400 2.8200 35.500 2.8300 35.700 2.8300 35.800 2.8400 35.900 2.8500 36.000 2.8600 36.100 2.8700 36.200 2.8700 36.300 2.8900 36.400 2.8900 36.500 2.9100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 258 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 36.600 2.9100 36.700 2.9200 36.800 2.9300 36.900 2.9400 37.000 2.9400 37.100 2.9500 37.200 2.9600 37.300 2.9700 37.400 2.9700 37.500 2.9800 37.600 2.9900 37.700 3.0000 37.800 3.0000 37.900 3.0100 38.000 3.0200 38.100 3.0300 38.200 3.0400 38.300 3.0400 38.400 3.0500 38.500 3.0600 38.600 3.0600 38.700 3.0700 38.800 3.0800 38.900 3.0800 39.000 3.0900 39.100 3.1000 39.200 3.1000 39.300 3.1100 39.400 3.1200 39.600 3.1200 39.700 3.1300 39.800 3.1400 39.900 3.1400 40.000 3.1500 40.100 3.1500 40.200 3.1600 40.300 3.1700 40.400 3.1700 40.500 3.1800 40.600 3.1900 40.700 3.2000 40.800 3.2100 40.900 3.2200 41.000 3.2400 41.100 3.2600 41.200 3.2700 41.300 3.2800 41.400 3.2800 41.500 3.2900 41.700 3.2900 41.800 3.3000 41.900 3.3100 42.000 3.3100 42.100 3.3200 42.200 3.3200 42.300 3.3300 42.400 3.3400 42.500 3.3500 42.600 3.3600 42.700 3.3700 42.800 3.3800 42.900 3.3900 43.000 3.3900 43.100 3.4000 43.200 3.4000 43.300 3.4100 43.400 3.4200 43.600 3.4200 43.700 3.4300 43.800 3.4300 43.900 3.4400 44.200 3.4400 ------------------------------------------------------------------------------------------ $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 259 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: NA0840 Base Flow(cfs): 0.000 Init Stage(ft): 8.140 Group: A Warn Stage(ft): 22.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 8.040 0.0100 17.400 0.0100 17.500 0.0100 17.700 0.0100 17.800 0.0100 17.900 0.0400 18.000 0.0600 18.100 0.0800 18.200 0.1200 18.300 0.1700 18.400 0.2400 18.500 0.3300 18.600 0.4600 18.700 0.6100 18.800 0.7800 18.900 0.9200 19.000 1.0000 19.100 1.0600 19.200 1.1000 19.300 1.1400 19.400 1.1800 19.500 1.2200 19.600 1.2600 19.700 1.3200 19.800 1.3700 19.900 1.4200 20.000 1.4900 20.100 1.5500 20.200 1.6300 20.300 1.7300 20.400 1.8000 20.500 1.8500 20.600 1.9200 20.700 1.9600 20.800 1.9800 20.900 2.0100 21.000 2.0400 21.100 2.0700 21.200 2.0800 21.300 2.1100 21.400 2.1300 21.500 2.1500 21.600 2.1800 21.700 2.2000 21.800 2.2500 21.900 2.2700 22.100 2.2700 22.200 2.2800 22.800 2.2800 ------------------------------------------------------------------------------------------ Name: NA0850 Base Flow(cfs): 0.000 Init Stage(ft): 12.240 Group: A Warn Stage(ft): 49.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 12.140 0.0100 17.700 0.0100 17.800 0.0100 17.900 0.0100 18.000 0.0100 18.100 0.0100 18.200 0.0300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 260 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.300 0.0500 18.400 0.0800 18.500 0.1100 18.600 0.1400 18.700 0.1600 18.800 0.1800 18.900 0.2000 19.000 0.2300 19.100 0.2500 19.200 0.2700 19.300 0.2900 19.400 0.3000 19.500 0.3100 19.600 0.3300 19.700 0.3400 19.800 0.3600 19.900 0.3800 20.000 0.3900 20.100 0.4000 20.200 0.4100 20.300 0.4200 20.400 0.4300 20.500 0.4500 20.600 0.4600 20.700 0.4800 20.800 0.4900 20.900 0.5000 21.000 0.5200 21.100 0.5600 21.200 0.5800 21.300 0.6200 21.400 0.6400 21.500 0.6600 21.600 0.6700 21.700 0.6800 21.800 0.6900 21.900 0.7000 22.000 0.7100 22.100 0.7100 22.200 0.7200 22.300 0.7200 22.400 0.7300 22.500 0.7400 22.600 0.7400 22.700 0.7500 22.900 0.7500 23.000 0.7600 23.100 0.7600 23.200 0.7700 23.400 0.7700 23.500 0.7800 23.600 0.7800 23.700 0.7900 23.800 0.8000 23.900 0.8100 24.000 0.8200 24.100 0.8200 24.200 0.8300 24.300 0.8400 24.500 0.8400 24.600 0.8500 24.700 0.8600 24.800 0.8700 24.900 0.8800 25.000 0.8900 25.100 0.9000 25.200 0.9100 25.300 0.9100 25.400 0.9200 25.500 0.9300 25.600 0.9300 25.700 0.9400 25.800 0.9500 25.900 0.9500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 261 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.000 0.9600 26.100 0.9600 26.200 0.9700 26.300 0.9700 26.400 0.9800 26.500 0.9800 26.600 0.9900 26.700 1.0000 26.800 1.0100 26.900 1.0200 27.000 1.0300 27.100 1.0400 27.200 1.0500 27.300 1.0500 27.400 1.0600 27.500 1.0600 27.600 1.0700 27.700 1.0700 27.800 1.0800 27.900 1.0800 28.000 1.0900 28.100 1.1000 28.200 1.1000 28.300 1.1100 28.400 1.1200 28.500 1.1300 28.600 1.1400 28.700 1.1500 28.800 1.1600 28.900 1.1700 29.000 1.1800 29.100 1.1900 29.200 1.2000 29.300 1.2000 29.400 1.2100 29.500 1.2100 29.600 1.2200 29.700 1.2300 29.800 1.2300 29.900 1.2400 30.000 1.2400 30.100 1.2500 30.300 1.2500 30.400 1.2600 30.500 1.2700 30.600 1.2700 30.700 1.2800 30.800 1.2900 30.900 1.2900 31.000 1.3000 31.100 1.3100 31.200 1.3100 31.300 1.3200 31.400 1.3300 31.500 1.3400 31.600 1.3400 31.700 1.3500 31.800 1.3600 31.900 1.3700 32.000 1.3700 32.100 1.3800 32.200 1.3900 32.300 1.4000 32.400 1.4000 32.500 1.4100 32.600 1.4200 32.700 1.4300 32.800 1.4400 32.900 1.4500 33.000 1.4600 33.100 1.4700 33.200 1.4800 33.300 1.4900 33.400 1.4900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 262 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.500 1.5000 33.600 1.5100 33.700 1.5200 33.800 1.5300 33.900 1.5300 34.000 1.5400 34.100 1.5500 34.200 1.5600 34.300 1.5700 34.400 1.5800 34.500 1.5900 34.600 1.6000 34.700 1.6100 34.800 1.6200 34.900 1.6300 35.000 1.6400 35.100 1.6500 35.200 1.6700 35.300 1.6800 35.400 1.7000 35.500 1.7200 35.600 1.7400 35.700 1.7600 35.800 1.7700 35.900 1.7900 36.000 1.8100 36.100 1.8300 36.200 1.8500 36.300 1.8700 36.400 1.9000 36.500 1.9200 36.600 1.9400 36.700 1.9700 36.800 1.9900 36.900 2.0200 37.000 2.0600 37.100 2.1000 37.200 2.1600 37.300 2.2200 37.400 2.2700 37.500 2.3300 37.600 2.3700 37.700 2.4200 37.800 2.4400 37.900 2.4700 38.000 2.5100 38.100 2.5300 38.200 2.5600 38.300 2.5900 38.400 2.6300 38.500 2.6600 38.600 2.7000 38.700 2.7400 38.800 2.7800 38.900 2.8000 39.000 2.8400 39.100 2.8700 39.200 2.8900 39.300 2.9200 39.400 2.9500 39.500 2.9800 39.600 3.0200 39.700 3.0500 39.800 3.0800 39.900 3.1200 40.000 3.1500 40.100 3.1900 40.200 3.2400 40.300 3.2900 40.400 3.3500 40.500 3.4200 40.600 3.4900 40.700 3.5700 40.800 3.6300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 263 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 40.900 3.7200 41.000 3.7900 41.100 3.8800 41.200 3.9500 41.300 4.0300 41.400 4.1300 41.500 4.2100 41.600 4.3200 41.700 4.4400 41.800 4.5600 41.900 4.6800 42.000 4.7900 42.100 4.9100 42.200 5.0400 42.300 5.1700 42.400 5.3000 42.500 5.4100 42.600 5.5400 42.700 5.6400 42.800 5.7300 42.900 5.8200 43.000 5.9000 43.100 5.9800 43.200 6.0800 43.300 6.1800 43.400 6.2800 43.500 6.3700 43.600 6.4800 43.700 6.5800 43.800 6.6700 43.900 6.7600 44.000 6.8400 44.100 6.9100 44.200 7.0100 44.300 7.1100 44.400 7.2100 44.500 7.3400 44.600 7.4800 44.700 7.6500 44.800 7.7800 44.900 7.9000 45.000 8.0200 45.100 8.1300 45.200 8.2300 45.300 8.3200 45.400 8.4100 45.500 8.4800 45.600 8.5400 45.700 8.6100 45.800 8.6700 45.900 8.7300 46.000 8.7800 46.100 8.8300 46.200 8.9000 46.300 8.9600 46.400 9.0400 46.500 9.1200 46.600 9.2100 46.700 9.2800 46.800 9.3400 46.900 9.4100 47.000 9.4600 47.100 9.5100 47.200 9.5600 47.300 9.6100 47.400 9.6500 47.500 9.6800 47.600 9.7000 47.700 9.7300 47.800 9.7700 47.900 9.8000 48.000 9.8300 48.100 9.8400 48.200 9.8600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 264 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 48.300 9.8800 48.400 9.8900 48.500 9.9000 48.600 9.9100 48.800 9.9100 48.900 9.9200 49.000 9.9200 ------------------------------------------------------------------------------------------ Name: NA0860 Base Flow(cfs): 0.000 Init Stage(ft): 16.000 Group: A Warn Stage(ft): 39.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 14.400 0.0100 14.500 0.0100 14.600 0.0100 14.700 0.0100 14.800 0.0100 14.900 0.1200 15.000 0.1300 15.100 0.1400 15.200 0.1500 15.300 0.1600 15.400 0.1700 15.500 0.1800 15.600 0.2000 15.700 0.2100 15.800 0.2300 15.900 0.2400 16.000 0.2600 16.100 0.2800 16.200 0.3000 16.300 0.3300 16.400 0.3600 16.500 0.3900 16.600 0.4200 16.700 0.4600 16.800 0.4900 16.900 0.5200 17.000 0.5500 17.100 0.5800 17.200 0.6100 17.300 0.6400 17.400 0.6800 17.500 0.7100 17.600 0.7400 17.700 0.7800 17.800 0.8300 17.900 0.8800 18.000 0.9400 18.100 0.9900 18.200 1.0600 18.300 1.1600 18.400 1.2800 18.500 1.3800 18.600 1.5300 18.700 1.7200 18.800 1.8600 18.900 2.0200 19.000 2.1500 19.100 2.2600 19.200 2.3700 19.300 2.4800 19.400 2.6000 19.500 2.7100 19.600 2.7900 19.700 2.8600 19.800 2.9500 19.900 3.0200 20.000 3.0800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 265 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.100 3.1300 20.200 3.1800 20.300 3.2300 20.400 3.2800 20.500 3.3300 20.600 3.3900 20.700 3.4500 20.800 3.4900 20.900 3.5400 21.000 3.6000 21.100 3.6600 21.200 3.7300 21.300 3.7900 21.400 3.8700 21.500 3.9600 21.600 4.0400 21.700 4.1200 21.800 4.2600 21.900 4.3300 22.000 4.3800 22.100 4.4500 22.200 4.5000 22.300 4.5400 22.400 4.5800 22.500 4.6200 22.600 4.6500 22.700 4.6800 22.800 4.7100 22.900 4.7300 23.000 4.7500 23.100 4.7800 23.200 4.8100 23.300 4.8400 23.400 4.8800 23.500 4.9300 23.600 4.9700 23.700 5.0100 23.800 5.0400 23.900 5.0700 24.000 5.1100 24.100 5.1400 24.200 5.1800 24.300 5.2100 24.400 5.2400 24.500 5.2600 24.600 5.3000 24.700 5.3300 24.800 5.3600 24.900 5.3900 25.000 5.4200 25.100 5.4600 25.200 5.5000 25.300 5.5400 25.400 5.5700 25.500 5.5900 25.600 5.6300 25.700 5.6400 25.800 5.6600 25.900 5.6700 26.000 5.6800 26.100 5.7000 26.200 5.7000 26.300 5.7100 26.400 5.7200 26.500 5.7300 26.600 5.7400 26.700 5.7400 26.800 5.7500 26.900 5.7600 27.000 5.7700 27.100 5.7800 27.200 5.7900 27.300 5.7900 27.400 5.8000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 266 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.500 5.8100 27.600 5.8200 27.700 5.8300 27.800 5.8300 27.900 5.8400 28.000 5.8500 28.100 5.8600 28.200 5.8600 28.300 5.8700 28.400 5.8800 28.500 5.8900 28.600 5.9000 28.700 5.9100 28.800 5.9100 28.900 5.9200 29.000 5.9300 29.100 5.9300 29.200 5.9400 29.300 5.9600 29.400 5.9700 29.500 5.9700 29.600 5.9800 29.700 5.9900 29.800 6.0000 29.900 6.0100 30.000 6.0100 30.100 6.0200 30.200 6.0300 30.300 6.0400 30.400 6.0500 30.500 6.0600 30.600 6.0700 30.700 6.0700 30.800 6.0900 30.900 6.1000 31.000 6.1100 31.100 6.1200 31.200 6.1300 31.300 6.1500 31.400 6.1600 31.500 6.1700 31.600 6.1900 31.700 6.2000 31.800 6.2100 31.900 6.2200 32.000 6.2400 32.100 6.2500 32.200 6.2600 32.300 6.2700 32.400 6.2800 32.500 6.2800 32.600 6.2900 32.700 6.3000 32.800 6.3200 32.900 6.3200 33.000 6.3300 33.100 6.3400 33.200 6.3500 33.300 6.3600 33.400 6.3700 33.500 6.3700 33.600 6.3800 33.700 6.3900 33.800 6.4000 33.900 6.4100 34.000 6.4200 34.100 6.4300 34.200 6.4400 34.300 6.4500 34.400 6.4600 34.500 6.4800 34.600 6.4900 34.700 6.5000 34.800 6.5100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 267 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.900 6.5200 35.000 6.5200 35.100 6.5300 35.200 6.5400 35.300 6.5500 35.400 6.5600 35.500 6.5700 35.600 6.5800 35.700 6.5900 35.800 6.6000 35.900 6.6100 36.000 6.6300 36.100 6.6400 36.200 6.6500 36.300 6.6600 36.400 6.6700 36.500 6.6800 36.600 6.6800 36.700 6.6900 36.800 6.7000 36.900 6.7000 37.000 6.7100 37.100 6.7200 37.200 6.7400 37.300 6.7400 37.400 6.7500 37.500 6.7600 37.600 6.7700 37.700 6.7800 37.800 6.7800 37.900 6.7900 38.000 6.7900 38.100 6.8000 38.200 6.8100 38.300 6.8200 38.400 6.8300 38.500 6.8300 38.600 6.8300 38.700 6.8400 38.800 6.8400 38.900 6.8400 39.000 6.8400 39.100 6.8400 39.200 6.8500 39.300 6.8500 39.400 6.8500 39.500 6.8500 39.600 6.8500 ------------------------------------------------------------------------------------------ Name: NA0870 Base Flow(cfs): 0.000 Init Stage(ft): 10.300 Group: A Warn Stage(ft): 20.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 10.300 0.0100 10.400 0.0100 10.500 0.0100 10.700 0.0100 10.800 0.0200 11.000 0.0200 11.100 0.0300 11.200 0.0300 11.300 0.0400 11.400 0.0400 11.500 0.0500 11.600 0.0500 11.700 0.0600 11.800 0.0600 11.900 0.0700 12.000 0.0800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 268 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 12.100 0.0900 12.200 0.1000 12.300 0.1100 12.400 0.1100 12.500 0.1200 12.600 0.1400 12.700 0.1500 12.800 0.1600 12.900 0.1700 13.000 0.1900 13.100 0.2000 13.200 0.2200 13.300 0.2300 13.400 0.2500 13.500 0.2700 13.600 0.2900 13.700 0.3200 13.800 0.3700 13.900 0.4100 14.000 0.4700 14.100 0.5500 14.200 0.6400 14.300 0.7500 14.400 0.9000 14.500 1.1000 14.600 1.2500 14.700 1.4500 14.800 1.6200 14.900 1.7800 15.000 1.9800 15.100 2.1800 15.200 2.3900 15.300 2.6000 15.400 2.7900 15.500 2.9700 15.600 3.1000 15.700 3.2200 15.800 3.3200 15.900 3.4100 16.000 3.5000 16.100 3.6000 16.200 3.6900 16.300 3.7900 16.400 3.8800 16.500 3.9700 16.600 4.0600 16.700 4.1300 16.800 4.2000 16.900 4.2600 17.000 4.3200 17.100 4.3900 17.200 4.4600 17.300 4.5500 17.400 4.6600 17.500 4.7500 17.600 4.8100 17.700 4.9000 17.800 4.9700 17.900 5.0400 18.000 5.1200 18.100 5.2000 18.200 5.2700 18.300 5.3400 18.400 5.4100 18.500 5.4800 18.600 5.5600 18.700 5.6500 18.800 5.7400 18.900 5.8000 19.000 5.8400 19.100 5.8800 19.200 5.9200 19.300 5.9600 19.400 6.0000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 269 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 19.500 6.0300 19.600 6.0600 19.700 6.0800 19.800 6.1000 19.900 6.1200 20.100 6.1200 20.200 6.1300 20.600 6.1300 ------------------------------------------------------------------------------------------ Name: NA0880 Base Flow(cfs): 0.000 Init Stage(ft): 45.000 Group: A Warn Stage(ft): 51.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.000 0.0100 45.100 0.0100 45.200 0.0200 45.300 0.0300 45.400 0.0400 45.600 0.0400 45.700 0.0500 46.000 0.0500 46.100 0.0600 46.200 0.0600 46.300 0.0700 46.500 0.0700 46.600 0.0800 46.800 0.0800 46.900 0.0900 47.100 0.0900 47.200 0.1000 47.400 0.1000 47.500 0.1100 47.700 0.1100 47.800 0.1200 47.900 0.1300 48.000 0.1300 48.100 0.1400 48.200 0.1400 48.300 0.1500 48.400 0.1700 48.500 0.1900 48.600 0.2200 48.700 0.2600 48.800 0.3000 48.900 0.3500 49.000 0.3800 49.100 0.4200 49.200 0.4600 49.300 0.5100 49.400 0.5500 49.500 0.6000 49.600 0.6500 49.700 0.7000 49.800 0.7400 49.900 0.7800 50.000 0.8000 50.100 0.8400 50.200 0.8700 50.300 0.9000 50.400 0.9300 50.500 0.9400 50.600 0.9500 50.700 0.9600 50.800 0.9700 50.900 0.9800 51.000 0.9800 51.100 1.0000 51.200 1.0100 51.300 1.0400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 270 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.400 1.0600 51.500 1.0800 51.600 1.1000 ------------------------------------------------------------------------------------------ Name: NA0890 Base Flow(cfs): 0.000 Init Stage(ft): 4.250 Group: A Warn Stage(ft): 9.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 3.390 0.0100 4.200 0.0100 4.300 0.0100 4.400 0.0100 4.500 0.0100 4.600 0.2300 4.700 0.6200 4.800 0.9300 4.900 1.1200 5.000 1.3700 5.100 1.6500 5.200 1.8500 5.300 2.0600 5.400 2.2400 5.500 2.4400 5.600 2.5800 5.700 2.7100 5.800 2.8100 5.900 2.8900 6.000 2.9800 6.100 3.0500 6.200 3.1300 6.300 3.2200 6.400 3.2900 6.500 3.3600 6.600 3.4300 6.700 3.4900 6.800 3.5700 6.900 3.6400 7.000 3.7000 7.100 3.7500 7.200 3.8100 7.300 3.8700 7.400 3.9300 7.500 3.9800 7.600 4.0200 7.700 4.0600 7.800 4.1000 7.900 4.1400 8.000 4.1800 8.100 4.2100 8.200 4.2500 8.300 4.2900 8.400 4.3000 8.500 4.3100 8.600 4.3200 8.700 4.3300 8.900 4.3300 9.000 4.3400 9.300 4.3400 ------------------------------------------------------------------------------------------ Name: NA0900 Base Flow(cfs): 0.000 Init Stage(ft): 4.480 Group: A Warn Stage(ft): 17.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- -1.300 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 271 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 5.400 0.0100 5.500 0.0100 5.600 0.0200 5.700 0.0500 5.800 0.0800 5.900 0.1100 6.000 0.1600 6.100 0.1900 6.200 0.2100 6.300 0.2200 6.400 0.2300 6.500 0.2400 6.600 0.2400 6.700 0.2500 6.800 0.2600 6.900 0.2800 7.000 0.2900 7.100 0.3100 7.200 0.3500 7.300 0.3900 7.400 0.4500 7.500 0.5300 7.600 0.5900 7.700 0.6500 7.800 0.7300 7.900 0.8200 8.000 0.9400 8.100 1.0300 8.200 1.1600 8.300 1.2800 8.400 1.3800 8.500 1.4800 8.600 1.5800 8.700 1.6700 8.800 1.7500 8.900 1.8500 9.000 1.9400 9.100 2.0100 9.200 2.1200 9.300 2.2100 9.400 2.2700 9.500 2.3300 9.600 2.3800 9.700 2.4200 9.800 2.4800 9.900 2.5000 10.000 2.5400 10.100 2.5800 10.200 2.6100 10.300 2.6400 10.400 2.6800 10.500 2.7100 10.600 2.7400 10.700 2.7700 10.800 2.8000 10.900 2.8200 11.000 2.8500 11.100 2.8800 11.200 2.9100 11.300 2.9300 11.400 2.9600 11.500 2.9800 11.600 3.0000 11.700 3.0300 11.800 3.0400 11.900 3.0500 12.000 3.0700 12.100 3.0800 12.200 3.1000 12.300 3.1100 12.400 3.1200 12.500 3.1300 12.600 3.1400 12.700 3.1500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 272 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 12.800 3.1700 12.900 3.1800 13.000 3.1900 13.100 3.2000 13.200 3.2200 13.300 3.2300 13.400 3.2400 13.500 3.2500 13.600 3.2600 13.700 3.2700 13.800 3.2800 13.900 3.2900 14.000 3.3000 14.100 3.3100 14.200 3.3300 14.300 3.3400 14.400 3.3500 14.500 3.3600 14.600 3.3700 14.700 3.3900 14.800 3.4000 14.900 3.4200 15.000 3.4400 15.100 3.4600 15.200 3.4800 15.300 3.5000 15.400 3.5200 15.500 3.5400 15.600 3.5600 15.700 3.5700 15.800 3.5900 15.900 3.6200 16.000 3.6400 16.100 3.6600 16.200 3.6800 16.300 3.6900 16.400 3.7100 16.500 3.7100 16.600 3.7200 16.800 3.7200 16.900 3.7300 17.300 3.7300 17.400 3.7400 17.600 3.7400 ------------------------------------------------------------------------------------------ Name: NA0903 Base Flow(cfs): 0.000 Init Stage(ft): 4.480 Group: A Plunge Factor: 1.00 Warn Stage(ft): 7.900 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- -2.250 0.0100 -2.200 0.0100 -2.100 0.1000 7.900 0.1000 ------------------------------------------------------------------------------------------ Name: NA0907 Base Flow(cfs): 0.000 Init Stage(ft): 4.480 Group: A Warn Stage(ft): 21.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- -0.800 0.0100 6.100 0.0100 6.200 0.0100 6.400 0.0100 6.500 0.0100 6.600 0.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 273 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 6.700 0.0400 6.800 0.0600 6.900 0.0700 7.000 0.1100 7.100 0.1600 7.200 0.2100 7.300 0.2900 7.400 0.3900 7.500 0.4800 7.600 0.5700 7.700 0.6700 7.800 0.7900 7.900 0.8900 8.000 1.0300 8.100 1.1400 8.200 1.2400 8.300 1.3400 8.400 1.4400 8.500 1.5600 8.600 1.6800 8.700 1.7900 8.800 1.8800 8.900 1.9500 9.000 2.0400 9.100 2.1100 9.200 2.1800 9.300 2.2600 9.400 2.3300 9.500 2.3900 9.600 2.4400 9.700 2.4800 9.800 2.5200 9.900 2.5600 10.000 2.5900 10.100 2.6200 10.200 2.6600 10.300 2.7000 10.400 2.7500 10.500 2.8000 10.600 2.8500 10.700 2.9000 10.800 2.9700 10.900 3.0300 11.000 3.0900 11.100 3.1700 11.200 3.2300 11.300 3.3000 11.400 3.3700 11.500 3.4500 11.600 3.5300 11.700 3.6200 11.800 3.6900 11.900 3.7800 12.000 3.8500 12.100 3.9300 12.200 4.0300 12.300 4.1200 12.400 4.2100 12.500 4.2800 12.600 4.3700 12.700 4.4500 12.800 4.5200 12.900 4.6000 13.000 4.6800 13.100 4.7500 13.200 4.8200 13.300 4.9100 13.400 4.9900 13.500 5.0900 13.600 5.1900 13.700 5.2800 13.800 5.3800 13.900 5.4600 14.000 5.5600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 274 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 14.100 5.6700 14.200 5.7600 14.300 5.8600 14.400 5.9600 14.500 6.0800 14.600 6.2000 14.700 6.3300 14.800 6.4500 14.900 6.5900 15.000 6.7100 15.100 6.8400 15.200 6.9500 15.300 7.1000 15.400 7.2400 15.500 7.3900 15.600 7.5300 15.700 7.7000 15.800 7.9000 15.900 8.1100 16.000 8.3300 16.100 8.5600 16.200 8.8200 16.300 9.1100 16.400 9.4300 16.500 9.7400 16.600 10.0700 16.700 10.3900 16.800 10.7800 16.900 11.1800 17.000 11.6000 17.100 12.1000 17.200 12.6000 17.300 13.1200 17.400 13.7300 17.500 14.3700 17.600 14.9900 17.700 15.5800 17.800 16.1700 17.900 16.7700 18.000 17.3200 18.100 17.8400 18.200 18.2800 18.300 18.7100 18.400 19.0800 18.500 19.5000 18.600 19.8900 18.700 20.2800 18.800 20.6300 18.900 20.9400 19.000 21.2200 19.100 21.4900 19.200 21.7100 19.300 21.9300 19.400 22.1200 19.500 22.3300 19.600 22.6000 19.700 22.8600 19.800 23.0600 19.900 23.2800 20.000 23.5300 20.100 23.7000 20.200 23.8200 20.300 23.9100 20.400 23.9900 20.500 24.0500 20.600 24.0800 20.700 24.1000 20.800 24.1200 20.900 24.1300 21.000 24.1300 21.100 24.1400 21.300 24.1400 21.400 24.1500 21.800 24.1500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 275 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA0910 Base Flow(cfs): 0.000 Init Stage(ft): 7.000 Group: A Plunge Factor: 1.00 Warn Stage(ft): 22.100 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 7.000 0.0100 9.400 0.0100 9.500 0.0100 9.800 0.0100 9.900 0.0200 10.100 0.0200 10.200 0.0300 10.300 0.0300 10.400 0.0400 10.500 0.0400 10.600 0.0500 10.700 0.0500 10.800 0.0600 11.000 0.0600 11.100 0.0700 11.200 0.0700 11.300 0.0800 11.400 0.0900 11.500 0.0900 11.600 0.1000 11.700 0.1100 11.800 0.1100 11.900 0.1200 12.000 0.1300 12.100 0.1400 12.200 0.1500 12.300 0.1500 12.400 0.1600 12.500 0.1700 12.600 0.1800 12.700 0.2000 12.800 0.2100 12.900 0.2300 13.000 0.2400 13.100 0.2500 13.200 0.2500 13.300 0.2700 13.400 0.2800 13.500 0.2900 13.600 0.3100 13.700 0.3100 13.800 0.3300 13.900 0.3500 14.000 0.3700 14.100 0.4100 14.200 0.4300 14.300 0.4600 14.400 0.5100 14.500 0.5400 14.600 0.5900 14.700 0.6400 14.800 0.7000 14.900 0.7700 15.000 0.8400 15.100 0.9300 15.200 1.0200 15.300 1.1400 15.400 1.2600 15.500 1.3800 15.600 1.5100 15.700 1.6300 15.800 1.7600 15.900 1.9000 16.000 2.0700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 276 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 16.100 2.2600 16.200 2.4800 16.300 2.6900 16.400 2.9100 16.500 3.1200 16.600 3.3500 16.700 3.6000 16.800 3.8800 16.900 4.2100 17.000 4.5900 17.100 4.9800 17.200 5.3700 17.300 5.7900 17.400 6.2200 17.500 6.6500 17.600 7.0600 17.700 7.5200 17.800 7.9900 17.900 8.4900 18.000 8.9300 18.100 9.3300 18.200 9.6700 18.300 10.0200 18.400 10.3200 18.500 10.5800 18.600 10.8500 18.700 11.0500 18.800 11.2600 18.900 11.4600 19.000 11.6900 19.100 11.9100 19.200 12.0900 19.300 12.2700 19.400 12.4300 19.500 12.6000 19.600 12.7500 19.700 12.8800 19.800 13.0300 19.900 13.1800 20.000 13.3600 20.100 13.5700 20.200 13.6900 20.300 13.7800 20.400 13.8400 20.500 13.8800 20.600 13.9100 20.700 13.9200 20.800 13.9300 20.900 13.9400 21.000 13.9500 21.100 13.9700 21.200 13.9900 21.300 14.0100 21.400 14.0300 21.500 14.0400 21.600 14.0600 21.700 14.0700 21.800 14.0900 21.900 14.1000 22.100 14.1000 ------------------------------------------------------------------------------------------ Name: NA0920 Base Flow(cfs): 0.000 Init Stage(ft): 9.300 Group: A Warn Stage(ft): 15.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 9.300 0.0100 9.400 0.0100 9.500 0.0200 9.800 0.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 277 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 9.900 0.0300 10.900 0.0300 11.000 0.0400 11.300 0.0400 11.400 0.0500 11.700 0.0500 11.800 0.0600 11.900 0.0600 12.000 0.0700 12.200 0.0700 12.300 0.0800 12.600 0.0800 12.700 0.0900 13.000 0.0900 13.100 0.1000 13.200 0.1000 13.300 0.1100 13.400 0.1100 13.500 0.1200 13.700 0.1200 13.800 0.1300 13.900 0.1400 14.000 0.1600 14.100 0.1800 14.200 0.2200 14.300 0.2600 14.400 0.3200 14.500 0.3800 14.600 0.4300 14.700 0.4600 14.800 0.4700 15.100 0.4700 15.200 0.4800 15.600 0.4800 ------------------------------------------------------------------------------------------ Name: NA0930 Base Flow(cfs): 0.000 Init Stage(ft): 9.640 Group: A Warn Stage(ft): 42.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 8.040 0.0100 9.700 0.0100 9.800 0.0100 10.100 0.0100 10.200 0.0100 10.300 0.0100 10.400 0.0200 10.500 0.0300 10.700 0.0300 10.800 0.0500 10.900 0.0600 11.000 0.0800 11.100 0.1200 11.200 0.1800 11.300 0.2700 11.400 0.3600 11.500 0.4400 11.600 0.5100 11.700 0.5600 11.800 0.6000 11.900 0.6400 12.000 0.6800 12.100 0.7100 12.200 0.7500 12.300 0.7800 12.400 0.8200 12.500 0.8500 12.600 0.8900 12.700 0.9100 12.800 0.9400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 278 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 12.900 0.9700 13.000 1.0000 13.100 1.0200 13.200 1.0400 13.300 1.0700 13.400 1.0800 13.500 1.1100 13.600 1.1400 13.700 1.1600 13.800 1.1900 13.900 1.2200 14.000 1.2600 14.100 1.2900 14.200 1.3300 14.300 1.3600 14.400 1.3800 14.500 1.4200 14.600 1.4500 14.700 1.4900 14.800 1.5200 14.900 1.5600 15.000 1.5900 15.100 1.6200 15.200 1.6400 15.300 1.6700 15.400 1.6900 15.500 1.7100 15.600 1.7300 15.700 1.7500 15.800 1.7700 15.900 1.7900 16.000 1.8100 16.100 1.8300 16.200 1.8500 16.300 1.8600 16.400 1.8900 16.500 1.9100 16.600 1.9300 16.700 1.9500 16.800 1.9700 16.900 1.9800 17.000 2.0000 17.100 2.0300 17.200 2.0600 17.300 2.0800 17.400 2.1000 17.500 2.1200 17.600 2.1500 17.700 2.1900 17.800 2.2100 17.900 2.2400 18.000 2.2900 18.100 2.3500 18.200 2.4100 18.300 2.4700 18.400 2.5200 18.500 2.5900 18.600 2.6500 18.700 2.7300 18.800 2.8100 18.900 2.8700 19.000 2.9100 19.100 2.9500 19.200 3.0000 19.300 3.0200 19.400 3.0500 19.500 3.0700 19.600 3.0900 19.700 3.1100 19.800 3.1200 19.900 3.1300 20.000 3.1500 20.100 3.1600 20.200 3.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 279 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.300 3.1900 20.400 3.2000 20.500 3.2200 20.600 3.2300 20.700 3.2400 20.800 3.2500 20.900 3.2700 21.000 3.2800 21.100 3.2900 21.200 3.3100 21.300 3.3200 21.400 3.3300 21.500 3.3300 21.600 3.3500 21.700 3.3500 21.800 3.3600 21.900 3.3700 22.000 3.3700 22.100 3.3800 22.200 3.3900 22.300 3.4000 22.400 3.4100 22.500 3.4100 22.600 3.4200 22.700 3.4200 22.800 3.4300 22.900 3.4400 23.000 3.4400 23.100 3.4500 23.200 3.4500 23.300 3.4600 23.400 3.4700 23.500 3.4700 23.600 3.4800 23.700 3.4900 23.800 3.5000 23.900 3.5000 24.000 3.5100 24.100 3.5200 24.200 3.5200 24.300 3.5300 24.400 3.5300 24.500 3.5400 24.600 3.5400 24.700 3.5500 24.800 3.5600 24.900 3.5700 25.000 3.5700 25.100 3.5800 25.200 3.6000 25.300 3.6100 25.400 3.6300 25.500 3.6600 25.600 3.6800 25.700 3.7100 25.800 3.7600 25.900 3.8100 26.000 3.8800 26.100 3.9700 26.200 4.0400 26.300 4.1200 26.400 4.1800 26.500 4.2400 26.600 4.3200 26.700 4.4200 26.800 4.5300 26.900 4.6000 27.000 4.6400 27.100 4.6700 27.200 4.6800 27.300 4.6900 27.400 4.7000 27.500 4.7100 27.600 4.7100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 280 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.700 4.7200 27.800 4.7200 27.900 4.7300 28.000 4.7400 28.100 4.7500 28.200 4.7600 28.300 4.7800 28.400 4.7900 28.500 4.8200 28.600 4.8400 28.700 4.8700 28.800 4.9000 28.900 4.9200 29.000 4.9500 29.100 4.9800 29.200 5.0100 29.300 5.0500 29.400 5.0800 29.500 5.1100 29.600 5.1400 29.700 5.1600 29.800 5.1900 29.900 5.2200 30.000 5.2400 30.100 5.2600 30.200 5.2900 30.300 5.3100 30.400 5.3300 30.500 5.3600 30.600 5.3900 30.700 5.4100 30.800 5.4400 30.900 5.4700 31.000 5.4900 31.100 5.5200 31.200 5.5500 31.300 5.5700 31.400 5.5900 31.500 5.6100 31.600 5.6200 31.700 5.6400 31.800 5.6600 31.900 5.6800 32.000 5.6900 32.100 5.7100 32.200 5.7300 32.300 5.7400 32.400 5.7600 32.500 5.7800 32.600 5.8000 32.700 5.8100 32.800 5.8300 32.900 5.8400 33.000 5.8600 33.100 5.8700 33.200 5.8800 33.300 5.8900 33.400 5.9100 33.500 5.9300 33.600 5.9400 33.700 5.9500 33.800 5.9600 33.900 5.9800 34.000 5.9900 34.100 6.0000 34.200 6.0100 34.300 6.0300 34.400 6.0400 34.500 6.0500 34.600 6.0600 34.700 6.0700 34.800 6.0900 34.900 6.1000 35.000 6.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 281 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.100 6.1300 35.200 6.1400 35.300 6.1500 35.400 6.1700 35.500 6.1700 35.600 6.1900 35.700 6.2000 35.800 6.2100 35.900 6.2300 36.000 6.2500 36.100 6.2500 36.200 6.2700 36.300 6.2800 36.400 6.3000 36.500 6.3100 36.600 6.3300 36.700 6.3400 36.800 6.3600 36.900 6.3700 37.000 6.3900 37.100 6.4100 37.200 6.4300 37.300 6.4500 37.400 6.4700 37.500 6.4900 37.600 6.5100 37.700 6.5300 37.800 6.5600 37.900 6.5900 38.000 6.6100 38.100 6.6400 38.200 6.6700 38.300 6.7000 38.400 6.7400 38.500 6.7800 38.600 6.8100 38.700 6.8700 38.800 6.9100 38.900 6.9600 39.000 7.0100 39.100 7.0600 39.200 7.1000 39.300 7.1500 39.400 7.2100 39.500 7.2700 39.600 7.3300 39.700 7.4000 39.800 7.4600 39.900 7.5100 40.000 7.5600 40.100 7.6300 40.200 7.7000 40.300 7.7900 40.400 7.8900 40.500 7.9800 40.600 8.0600 40.700 8.1400 40.800 8.2200 40.900 8.2900 41.000 8.3600 41.100 8.4400 41.200 8.4900 41.300 8.5500 41.400 8.6000 41.500 8.6300 41.600 8.6400 42.100 8.6400 ------------------------------------------------------------------------------------------ Name: NA0940 Base Flow(cfs): 0.000 Init Stage(ft): 10.490 Group: A Plunge Factor: 1.00 Warn Stage(ft): 20.490 Type: Manhole, Flat Floor $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 282 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 10.490 0.1000 20.490 0.1000 ------------------------------------------------------------------------------------------ Name: NA0950 Base Flow(cfs): 0.000 Init Stage(ft): 12.580 Group: A Warn Stage(ft): 26.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 12.480 0.0100 19.700 0.0100 19.800 0.0100 20.400 0.0100 20.500 0.0100 20.700 0.0100 20.800 0.0200 20.900 0.0300 21.000 0.0400 21.100 0.0400 21.200 0.0500 21.300 0.0500 21.400 0.0600 21.500 0.0700 21.600 0.0700 21.700 0.0800 21.800 0.0900 21.900 0.0900 22.000 0.1000 22.100 0.1100 22.300 0.1100 22.400 0.1200 22.500 0.1300 22.600 0.1500 22.700 0.1700 22.800 0.1900 22.900 0.2000 23.000 0.2200 23.100 0.2400 23.200 0.2600 23.300 0.2800 23.400 0.3100 23.500 0.3400 23.600 0.3700 23.700 0.4000 23.800 0.4300 23.900 0.4600 24.000 0.5100 24.100 0.5500 24.200 0.5900 24.300 0.6200 24.400 0.6600 24.500 0.7000 24.600 0.7300 24.700 0.7700 24.800 0.8100 24.900 0.8500 25.000 0.8800 25.100 0.9100 25.200 0.9400 25.300 0.9600 25.400 0.9800 25.500 1.0000 25.600 1.0100 25.700 1.0300 25.800 1.0400 25.900 1.0500 26.000 1.0600 26.100 1.0700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 283 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.200 1.0800 26.400 1.0800 ------------------------------------------------------------------------------------------ Name: NA0960 Base Flow(cfs): 0.000 Init Stage(ft): 15.790 Group: A Warn Stage(ft): 42.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 15.690 0.0100 19.900 0.0100 20.000 0.0100 20.300 0.0100 20.400 0.0100 20.500 0.0200 20.600 0.0200 20.700 0.0300 20.800 0.0300 20.900 0.0400 21.000 0.0400 21.100 0.0500 21.200 0.0500 21.300 0.0600 21.400 0.0700 21.500 0.0800 21.600 0.0900 21.700 0.1000 21.800 0.1100 21.900 0.1300 22.000 0.1400 22.100 0.1400 22.200 0.1500 22.300 0.1600 22.400 0.1800 22.500 0.2000 22.600 0.2100 22.700 0.2300 22.800 0.2500 22.900 0.2900 23.000 0.3300 23.100 0.3700 23.200 0.4100 23.300 0.4600 23.400 0.5100 23.500 0.5600 23.600 0.6100 23.700 0.6500 23.800 0.6900 23.900 0.7400 24.000 0.8000 24.100 0.8400 24.200 0.8900 24.300 0.9400 24.400 0.9800 24.500 1.0200 24.600 1.0700 24.700 1.1100 24.800 1.1600 24.900 1.2100 25.000 1.2500 25.100 1.2800 25.200 1.3200 25.300 1.3500 25.400 1.3900 25.500 1.4100 25.600 1.4500 25.700 1.4700 25.800 1.5000 25.900 1.5300 26.000 1.5500 26.100 1.5800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 284 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.200 1.6100 26.300 1.6400 26.400 1.6600 26.500 1.6900 26.600 1.7200 26.700 1.7400 26.800 1.7600 26.900 1.7800 27.000 1.7900 27.100 1.8100 27.200 1.8200 27.300 1.8300 27.400 1.8400 27.600 1.8400 27.700 1.8500 27.800 1.8500 27.900 1.8600 28.000 1.8600 28.100 1.8700 28.200 1.8800 28.300 1.8900 28.400 1.9000 28.500 1.9000 28.600 1.9100 28.700 1.9200 28.800 1.9300 28.900 1.9300 29.000 1.9400 29.100 1.9500 29.200 1.9600 29.300 1.9700 29.400 1.9700 29.500 1.9800 29.600 1.9800 29.700 1.9900 29.800 1.9900 29.900 2.0000 30.200 2.0000 30.300 2.0100 30.500 2.0100 30.600 2.0200 30.800 2.0200 30.900 2.0300 31.000 2.0300 31.100 2.0400 31.200 2.0400 31.300 2.0500 31.400 2.0500 31.500 2.0600 31.700 2.0600 31.800 2.0700 31.900 2.0700 32.000 2.0800 32.200 2.0800 32.300 2.0900 32.500 2.0900 32.600 2.1000 32.700 2.1000 32.800 2.1100 32.900 2.1200 33.000 2.1200 33.100 2.1300 33.200 2.1400 33.400 2.1400 33.500 2.1500 33.700 2.1500 33.800 2.1600 34.000 2.1600 34.100 2.1700 34.300 2.1700 34.400 2.1800 34.600 2.1800 34.700 2.1900 34.900 2.1900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 285 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.000 2.2000 35.400 2.2000 35.500 2.2100 35.900 2.2100 36.000 2.2200 36.200 2.2200 36.300 2.2300 36.700 2.2300 36.800 2.2400 37.100 2.2400 37.200 2.2500 37.400 2.2500 37.500 2.2600 37.700 2.2600 37.800 2.2700 38.000 2.2700 38.100 2.2800 38.700 2.2800 38.800 2.2900 39.600 2.2900 39.700 2.3000 40.600 2.3000 40.700 2.3100 41.700 2.3100 41.800 2.3200 42.400 2.3200 ------------------------------------------------------------------------------------------ Name: NA0970 Base Flow(cfs): 0.000 Init Stage(ft): 18.700 Group: A Warn Stage(ft): 40.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.700 0.0100 18.900 0.0100 19.000 0.0100 19.100 0.0100 19.200 0.0200 19.300 0.0200 19.400 0.0300 19.600 0.0300 19.700 0.0400 19.800 0.0400 19.900 0.0500 20.100 0.0500 20.200 0.0600 20.300 0.0600 20.400 0.0700 20.500 0.0700 20.600 0.0800 20.700 0.0800 20.800 0.0900 21.000 0.0900 21.100 0.1000 21.200 0.1000 21.300 0.1100 21.400 0.1100 21.500 0.1200 21.800 0.1200 21.900 0.1300 22.000 0.1300 22.100 0.1400 22.200 0.1400 22.300 0.1500 22.600 0.1500 22.700 0.1600 22.800 0.1600 22.900 0.1700 23.100 0.1700 23.200 0.1800 23.300 0.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 286 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.400 0.1900 23.500 0.1900 23.600 0.2000 23.700 0.2000 23.800 0.2100 23.900 0.2300 24.000 0.2500 24.100 0.2700 24.200 0.2900 24.300 0.3100 24.400 0.3400 24.500 0.3700 24.600 0.3900 24.700 0.4200 24.800 0.4500 24.900 0.4700 25.000 0.5000 25.100 0.5300 25.200 0.5500 25.300 0.5700 25.400 0.5900 25.500 0.6100 25.600 0.6300 25.700 0.6500 25.800 0.6700 25.900 0.6800 26.000 0.7000 26.100 0.7200 26.200 0.7400 26.300 0.7600 26.400 0.7700 26.500 0.7900 26.600 0.8100 26.700 0.8300 26.800 0.8600 26.900 0.8800 27.000 0.8900 27.100 0.9200 27.200 0.9500 27.300 0.9800 27.400 1.0100 27.500 1.0400 27.600 1.0700 27.700 1.1000 27.800 1.1300 27.900 1.1500 28.000 1.1900 28.100 1.2200 28.200 1.2500 28.300 1.2800 28.400 1.3300 28.500 1.3700 28.600 1.4000 28.700 1.4500 28.800 1.4900 28.900 1.5300 29.000 1.5900 29.100 1.6400 29.200 1.6900 29.300 1.7300 29.400 1.7800 29.500 1.8300 29.600 1.8800 29.700 1.9200 29.800 1.9600 29.900 2.0000 30.000 2.0500 30.100 2.1000 30.200 2.1400 30.300 2.1900 30.400 2.2400 30.500 2.2700 30.600 2.3100 30.700 2.3600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 287 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.800 2.4000 30.900 2.4500 31.000 2.4900 31.100 2.5600 31.200 2.6000 31.300 2.6600 31.400 2.7000 31.500 2.7400 31.600 2.7800 31.700 2.8200 31.800 2.8600 31.900 2.9000 32.000 2.9300 32.100 2.9700 32.200 3.0200 32.300 3.0700 32.400 3.1200 32.500 3.1500 32.600 3.2000 32.700 3.2400 32.800 3.3000 32.900 3.3600 33.000 3.4200 33.100 3.4800 33.200 3.5400 33.300 3.6100 33.400 3.6600 33.500 3.7000 33.600 3.7400 33.700 3.8000 33.800 3.8600 33.900 3.9000 34.000 3.9500 34.100 3.9900 34.200 4.0500 34.300 4.1200 34.400 4.1900 34.500 4.2500 34.600 4.3000 34.700 4.3500 34.800 4.3900 34.900 4.4400 35.000 4.4800 35.100 4.5300 35.200 4.5700 35.300 4.6200 35.400 4.6700 35.500 4.7200 35.600 4.7800 35.700 4.8300 35.800 4.8800 35.900 4.9300 36.000 4.9700 36.100 5.0300 36.200 5.0700 36.300 5.1100 36.400 5.1500 36.500 5.2100 36.600 5.2700 36.700 5.3400 36.800 5.4100 36.900 5.4800 37.000 5.5500 37.100 5.6600 37.200 5.7400 37.300 5.8100 37.400 5.8800 37.500 5.9300 37.600 5.9700 37.700 6.0000 37.800 6.0400 37.900 6.0700 38.000 6.1200 38.100 6.1600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 288 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 38.200 6.1900 38.300 6.2100 38.400 6.2400 38.500 6.2600 38.600 6.2800 38.700 6.3000 38.800 6.3200 38.900 6.3300 39.000 6.3500 39.100 6.3500 39.200 6.3600 39.300 6.3700 39.400 6.3700 39.500 6.3800 39.600 6.3800 39.700 6.3900 39.800 6.4000 39.900 6.4000 40.000 6.4100 40.100 6.4100 ------------------------------------------------------------------------------------------ Name: NA0980 Base Flow(cfs): 0.000 Init Stage(ft): 16.900 Group: A Warn Stage(ft): 29.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.900 0.0100 17.000 0.0100 17.100 0.0200 17.200 0.0700 17.300 0.1300 17.400 0.1800 17.500 0.2000 17.600 0.2000 17.700 0.2100 17.800 0.2200 18.000 0.2200 18.100 0.2300 18.200 0.2400 18.300 0.2400 18.400 0.2500 18.500 0.2500 18.600 0.2600 18.700 0.2600 18.800 0.2700 19.000 0.2700 19.100 0.2800 19.200 0.2900 19.300 0.2900 19.400 0.3000 19.500 0.3100 19.600 0.3200 19.700 0.3300 19.800 0.3400 19.900 0.3400 20.000 0.3600 20.100 0.3700 20.200 0.3800 20.300 0.3800 20.400 0.3900 20.500 0.4000 20.600 0.4200 20.700 0.4400 20.800 0.4800 20.900 0.5400 21.000 0.6200 21.100 0.7500 21.200 0.8700 21.300 1.0900 21.400 1.3500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 289 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 21.500 1.4300 21.600 1.4500 21.700 1.4800 21.800 1.4900 21.900 1.5100 22.000 1.5400 22.100 1.5600 22.200 1.5800 22.300 1.6000 22.400 1.6100 22.500 1.6400 22.600 1.6600 22.700 1.6900 22.800 1.7000 22.900 1.7200 23.000 1.7400 23.100 1.7700 23.200 1.7900 23.300 1.8100 23.400 1.8200 23.500 1.8400 23.600 1.8600 23.700 1.8800 23.800 1.9000 23.900 1.9100 24.000 1.9300 24.100 1.9500 24.200 1.9800 24.300 2.0000 24.400 2.0200 24.500 2.0400 24.600 2.0600 24.700 2.0800 24.800 2.1100 24.900 2.1400 25.000 2.1700 25.100 2.2300 25.200 2.3000 25.300 2.3800 25.400 2.4700 25.500 2.5200 25.600 2.5700 25.700 2.6300 25.800 2.6800 25.900 2.7300 26.000 2.7800 26.100 2.8100 26.200 2.8600 26.300 2.9000 26.400 2.9400 26.500 2.9900 26.600 3.0500 26.700 3.1000 26.800 3.1600 26.900 3.2400 27.000 3.3400 27.100 3.4600 27.200 3.6100 27.300 3.7600 27.400 4.0100 27.500 4.2000 27.600 4.3900 27.700 4.6000 27.800 4.7000 27.900 4.7300 28.000 4.7500 28.100 4.7600 28.200 4.7700 28.300 4.7800 28.400 4.7800 28.500 4.7900 28.600 4.8000 28.700 4.8100 28.800 4.8200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 290 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.900 4.8300 29.000 4.8400 29.100 4.8500 29.200 4.8600 29.300 4.8600 ------------------------------------------------------------------------------------------ Name: NA0990 Base Flow(cfs): 0.000 Init Stage(ft): 10.580 Group: A Warn Stage(ft): 46.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 10.480 0.0100 15.500 0.0100 15.600 0.0100 16.400 0.0100 16.500 0.0100 17.000 0.0100 17.100 0.0200 17.600 0.0200 17.700 0.0300 17.900 0.0300 18.000 0.0400 18.100 0.0400 18.200 0.0500 18.300 0.0500 18.400 0.0600 18.500 0.0700 18.600 0.0800 18.700 0.1000 18.800 0.1100 18.900 0.1200 19.000 0.1400 19.100 0.1500 19.200 0.1700 19.300 0.1900 19.400 0.2100 19.500 0.2300 19.600 0.2600 19.700 0.3000 19.800 0.3200 19.900 0.3700 20.000 0.4200 20.100 0.4700 20.200 0.5200 20.300 0.5700 20.400 0.6400 20.500 0.6700 20.600 0.7400 20.700 0.7900 20.800 0.8500 20.900 0.8900 21.000 0.9500 21.100 1.0300 21.200 1.1200 21.300 1.2000 21.400 1.2700 21.500 1.3600 21.600 1.4300 21.700 1.5000 21.800 1.5700 21.900 1.6200 22.000 1.6800 22.100 1.7400 22.200 1.8100 22.300 1.8700 22.400 1.9200 22.500 1.9600 22.600 2.0100 22.700 2.0500 22.800 2.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 291 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.900 2.1600 23.000 2.2000 23.100 2.2500 23.200 2.2800 23.300 2.3100 23.400 2.3500 23.500 2.3900 23.600 2.4300 23.700 2.4600 23.800 2.4900 23.900 2.5400 24.000 2.5600 24.100 2.5900 24.200 2.6300 24.300 2.6600 24.400 2.7000 24.500 2.7400 24.600 2.7700 24.700 2.8000 24.800 2.8400 24.900 2.8800 25.000 2.9200 25.100 2.9500 25.200 2.9900 25.300 3.0300 25.400 3.0700 25.500 3.1000 25.600 3.1300 25.700 3.1700 25.800 3.2000 25.900 3.2300 26.000 3.2600 26.100 3.3000 26.200 3.3300 26.300 3.3700 26.400 3.4100 26.500 3.4500 26.600 3.4900 26.700 3.5200 26.800 3.5500 26.900 3.5800 27.000 3.6100 27.100 3.6400 27.200 3.6700 27.300 3.7000 27.400 3.7300 27.500 3.7600 27.600 3.8000 27.700 3.8300 27.800 3.8600 27.900 3.8900 28.000 3.9300 28.100 3.9700 28.200 4.0000 28.300 4.0400 28.400 4.0800 28.500 4.1200 28.600 4.1700 28.700 4.2000 28.800 4.2400 28.900 4.2900 29.000 4.3400 29.100 4.3800 29.200 4.4300 29.300 4.4700 29.400 4.5100 29.500 4.5600 29.600 4.6000 29.700 4.6400 29.800 4.6800 29.900 4.7200 30.000 4.7500 30.100 4.7900 30.200 4.8200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 292 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.300 4.8700 30.400 4.9100 30.500 4.9500 30.600 4.9900 30.700 5.0300 30.800 5.0800 30.900 5.1200 31.000 5.1400 31.100 5.1800 31.200 5.2200 31.300 5.2600 31.400 5.2900 31.500 5.3300 31.600 5.3600 31.700 5.4000 31.800 5.4400 31.900 5.4700 32.000 5.5000 32.100 5.5300 32.200 5.5700 32.300 5.6000 32.400 5.6300 32.500 5.6600 32.600 5.7000 32.700 5.7200 32.800 5.7600 32.900 5.7800 33.000 5.8100 33.100 5.8400 33.200 5.8600 33.300 5.8800 33.400 5.9100 33.500 5.9300 33.600 5.9700 33.700 5.9900 33.800 6.0200 33.900 6.0400 34.000 6.0700 34.100 6.1000 34.200 6.1300 34.300 6.1500 34.400 6.1700 34.500 6.1900 34.600 6.2100 34.700 6.2300 34.800 6.2600 34.900 6.2800 35.000 6.3000 35.100 6.3100 35.200 6.3300 35.300 6.3500 35.400 6.3700 35.500 6.3900 35.600 6.4000 35.700 6.4200 35.800 6.4300 35.900 6.4500 36.000 6.4600 36.100 6.4700 36.200 6.4900 36.300 6.5000 36.400 6.5200 36.500 6.5400 36.600 6.5500 36.700 6.5700 36.800 6.5900 36.900 6.6000 37.000 6.6100 37.100 6.6300 37.200 6.6400 37.300 6.6600 37.400 6.6700 37.500 6.6900 37.600 6.7000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 293 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.700 6.7200 37.800 6.7300 37.900 6.7500 38.000 6.7600 38.100 6.7800 38.200 6.7900 38.300 6.8100 38.400 6.8200 38.500 6.8400 38.600 6.8600 38.700 6.8700 38.800 6.8900 38.900 6.9000 39.000 6.9200 39.100 6.9400 39.200 6.9700 39.300 7.0000 39.400 7.0500 39.500 7.1100 39.600 7.1900 39.700 7.2800 39.800 7.3600 39.900 7.4400 40.000 7.5200 40.100 7.6000 40.200 7.6900 40.300 7.7800 40.400 7.8900 40.500 7.9800 40.600 8.0800 40.700 8.1700 40.800 8.2500 40.900 8.3200 41.000 8.3600 41.100 8.4000 41.200 8.4400 41.300 8.4900 41.400 8.5500 41.500 8.6000 41.600 8.6400 41.700 8.6700 41.800 8.6900 41.900 8.7100 42.000 8.7300 42.100 8.7500 42.200 8.7700 42.300 8.7900 42.400 8.8500 42.500 8.9100 42.600 8.9700 42.700 8.9800 42.800 8.9900 42.900 9.0000 43.000 9.0000 43.100 9.0100 43.200 9.0200 43.300 9.0300 43.400 9.0300 43.500 9.0400 43.600 9.0500 43.700 9.0600 43.800 9.0800 43.900 9.1000 44.000 9.1100 44.100 9.1200 44.200 9.1300 44.300 9.1400 44.400 9.1400 44.500 9.1500 44.600 9.1600 44.700 9.1600 44.800 9.1700 44.900 9.1800 45.000 9.1900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 294 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 45.100 9.2000 45.200 9.2200 45.300 9.2300 45.400 9.2400 45.500 9.2500 45.600 9.2600 45.700 9.2700 45.800 9.2800 45.900 9.2900 46.000 9.2900 46.100 9.3000 46.300 9.3000 46.400 9.3100 46.500 9.3100 ------------------------------------------------------------------------------------------ Name: NA1000 Base Flow(cfs): 0.000 Init Stage(ft): 31.640 Group: A Warn Stage(ft): 55.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 31.300 0.9900 33.200 0.9900 33.300 1.0100 33.400 1.0300 33.500 1.0500 33.600 1.0700 33.700 1.0900 33.800 1.1100 33.900 1.1300 34.000 1.1600 34.100 1.1800 34.200 1.2000 34.300 1.2200 34.400 1.2500 34.500 1.2700 34.600 1.3000 34.700 1.3200 34.800 1.3400 34.900 1.3800 35.000 1.4000 35.100 1.4200 35.200 1.4300 35.300 1.4500 35.400 1.4600 35.500 1.4700 35.600 1.4900 35.700 1.5000 35.800 1.5200 35.900 1.5200 36.000 1.5400 36.100 1.5500 36.200 1.5600 36.300 1.5800 36.400 1.5900 36.500 1.6000 36.600 1.6100 36.700 1.6100 36.800 1.6300 36.900 1.6400 37.000 1.6400 37.100 1.6500 37.200 1.6600 37.300 1.6700 37.400 1.6900 37.500 1.7000 37.600 1.7000 37.700 1.7200 37.800 1.7300 37.900 1.7500 38.000 1.7600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 295 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 38.100 1.7800 38.200 1.8000 38.300 1.8300 38.400 1.8500 38.500 1.8800 38.600 1.9100 38.700 1.9400 38.800 1.9700 38.900 2.0200 39.000 2.0700 39.100 2.1200 39.200 2.1700 39.300 2.2100 39.400 2.2700 39.500 2.3400 39.600 2.4300 39.700 2.5200 39.800 2.6200 39.900 2.7200 40.000 2.8400 40.100 2.9800 40.200 3.1200 40.300 3.2600 40.400 3.3900 40.500 3.5500 40.600 3.7300 40.700 3.9200 40.800 4.1100 40.900 4.2800 41.000 4.4900 41.100 4.6600 41.200 4.8400 41.300 4.9900 41.400 5.1400 41.500 5.3000 41.600 5.4700 41.700 5.6300 41.800 5.8000 41.900 5.9700 42.000 6.1300 42.100 6.2900 42.200 6.4400 42.300 6.6000 42.400 6.7600 42.500 6.9300 42.600 7.0900 42.700 7.2600 42.800 7.4700 42.900 7.6900 43.000 7.9400 43.100 8.2100 43.200 8.5000 43.300 8.7800 43.400 9.0500 43.500 9.3800 43.600 9.6900 43.700 10.0200 43.800 10.4200 43.900 10.8300 44.000 11.2800 44.100 11.7300 44.200 12.2600 44.300 12.9300 44.400 13.7700 44.500 14.4300 44.600 14.7800 44.700 15.0300 44.800 15.2600 44.900 15.5000 45.000 15.7400 45.100 15.9500 45.200 16.1900 45.300 16.4500 45.400 16.8100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 296 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 45.500 17.1800 45.600 17.5800 45.700 18.1000 45.800 18.5900 45.900 18.9400 46.000 19.2800 46.100 19.6100 46.200 19.9400 46.300 20.1300 46.400 20.2900 46.500 20.4700 46.600 20.6900 46.700 20.8300 46.800 20.9700 46.900 21.1000 47.000 21.2800 47.100 21.4300 47.200 21.5900 47.300 21.8000 47.400 22.0300 47.500 22.1800 47.600 22.3100 47.700 22.4200 47.800 22.5700 47.900 22.7200 48.000 22.9100 48.100 23.0400 48.200 23.1200 48.300 23.1800 48.400 23.2400 48.500 23.2900 48.600 23.3500 48.700 23.4100 48.800 23.4700 48.900 23.5100 49.000 23.5500 49.100 23.5800 49.200 23.6000 49.300 23.6300 49.400 23.6600 49.500 23.6900 49.600 23.7300 49.700 23.7700 49.800 23.8200 49.900 23.8800 50.000 23.9300 50.100 23.9600 50.200 23.9900 50.300 24.0000 50.400 24.0100 50.500 24.0300 50.600 24.0500 50.700 24.0600 50.800 24.0700 50.900 24.0900 51.000 24.1100 51.100 24.1200 51.200 24.1400 51.300 24.1600 51.400 24.1800 51.500 24.1900 51.600 24.2100 51.700 24.2300 51.800 24.2500 51.900 24.2800 52.000 24.3000 52.100 24.3200 52.200 24.3400 52.300 24.3700 52.400 24.3900 52.500 24.4200 52.600 24.4400 52.700 24.4600 52.800 24.4700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 297 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.900 24.4900 53.000 24.5100 53.100 24.5300 53.200 24.5500 53.300 24.5800 53.400 24.6000 53.500 24.6300 53.600 24.6600 53.700 24.6800 53.800 24.7200 53.900 24.7500 54.000 24.7700 54.100 24.8000 54.200 24.8200 54.300 24.8400 54.400 24.8600 54.500 24.8700 54.600 24.8900 54.700 24.8900 54.800 24.9000 54.900 24.9100 55.000 24.9200 55.100 24.9200 55.200 24.9300 55.300 24.9400 55.400 24.9400 55.500 24.9500 55.600 24.9500 55.700 24.9600 55.800 24.9600 ------------------------------------------------------------------------------------------ Name: NA1010 Base Flow(cfs): 0.000 Init Stage(ft): 18.300 Group: A Warn Stage(ft): 65.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.500 0.0100 17.600 0.1200 17.700 0.1900 17.800 0.2000 17.900 0.2100 18.000 0.2200 18.100 0.2300 18.200 0.2400 18.300 0.2500 18.400 0.2600 18.500 0.2600 18.600 0.2700 18.700 0.2800 18.800 0.2800 18.900 0.2900 19.000 0.3000 19.100 0.3000 19.200 0.3100 19.300 0.3100 19.400 0.3200 19.600 0.3200 19.700 0.3300 19.900 0.3300 20.000 0.3400 20.100 0.3500 20.200 0.3500 20.300 0.3600 20.500 0.3600 20.600 0.3700 20.800 0.3700 20.900 0.3800 21.000 0.3800 21.100 0.3900 21.200 0.3900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 298 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 21.300 0.4000 21.400 0.4100 21.500 0.4100 21.600 0.4200 21.700 0.4200 21.800 0.4300 21.900 0.4500 22.000 0.4600 22.100 0.4700 22.200 0.4800 22.300 0.4800 22.400 0.4900 22.500 0.5000 22.600 0.5100 22.700 0.5100 22.800 0.5200 22.900 0.5300 23.000 0.5300 23.100 0.5400 23.200 0.5500 23.300 0.5500 23.400 0.5600 23.500 0.5700 23.600 0.5800 23.700 0.5900 23.800 0.6000 23.900 0.6100 24.000 0.6200 24.100 0.6300 24.200 0.6500 24.300 0.6600 24.400 0.6700 24.500 0.6800 24.600 0.7000 24.700 0.7100 24.800 0.7200 24.900 0.7400 25.000 0.7500 25.100 0.7700 25.200 0.7900 25.300 0.8000 25.400 0.8200 25.500 0.8400 25.600 0.8700 25.700 0.9000 25.800 0.9200 25.900 0.9400 26.000 0.9600 26.100 0.9900 26.200 1.0100 26.300 1.0300 26.400 1.0600 26.500 1.0800 26.600 1.1000 26.700 1.1200 26.800 1.1400 26.900 1.1700 27.000 1.1900 27.100 1.2100 27.200 1.2300 27.300 1.2400 27.400 1.2600 27.500 1.2800 27.600 1.2900 27.700 1.3100 27.800 1.3300 27.900 1.3400 28.000 1.3600 28.100 1.3800 28.200 1.4000 28.300 1.4100 28.400 1.4300 28.500 1.4400 28.600 1.4600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 299 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.700 1.4700 28.800 1.4800 28.900 1.4900 29.000 1.5100 29.100 1.5200 29.200 1.5300 29.300 1.5400 29.400 1.5500 29.500 1.5600 29.600 1.5700 29.700 1.5800 29.800 1.6000 29.900 1.6100 30.000 1.6200 30.100 1.6300 30.200 1.6400 30.300 1.6500 30.400 1.6600 30.500 1.6700 30.600 1.6800 30.700 1.6900 30.800 1.7000 30.900 1.7100 31.000 1.7200 31.100 1.7300 31.200 1.7400 31.300 1.7500 31.400 1.7600 31.500 1.7700 31.600 1.7800 31.700 1.7900 31.800 1.8000 31.900 1.8200 32.000 1.8300 32.100 1.8500 32.200 1.8600 32.300 1.8800 32.400 1.9000 32.500 1.9200 32.600 1.9400 32.700 1.9600 32.800 1.9700 32.900 1.9800 33.000 2.0000 33.100 2.0200 33.200 2.0300 33.300 2.0600 33.400 2.0700 33.500 2.0900 33.600 2.1100 33.700 2.1300 33.800 2.1400 33.900 2.1700 34.000 2.1900 34.100 2.2100 34.200 2.2300 34.300 2.2500 34.400 2.2800 34.500 2.3000 34.600 2.3200 34.700 2.3500 34.800 2.3900 34.900 2.4100 35.000 2.4300 35.100 2.4500 35.200 2.4700 35.300 2.4800 35.400 2.5000 35.500 2.5100 35.600 2.5300 35.700 2.5500 35.800 2.5600 35.900 2.5700 36.000 2.5800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 300 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 36.100 2.5900 36.200 2.6100 36.300 2.6300 36.400 2.6500 36.500 2.6600 36.600 2.6700 36.700 2.6800 36.800 2.7000 36.900 2.7200 37.000 2.7300 37.100 2.7500 37.200 2.7600 37.300 2.7700 37.400 2.7800 37.500 2.8000 37.600 2.8200 37.700 2.8300 37.800 2.8500 37.900 2.8600 38.000 2.8800 38.100 2.8900 38.200 2.9100 38.300 2.9300 38.400 2.9400 38.500 2.9600 38.600 2.9700 38.700 2.9900 38.800 3.0100 38.900 3.0300 39.000 3.0400 39.100 3.0700 39.200 3.0900 39.300 3.1000 39.400 3.1200 39.500 3.1400 39.600 3.1600 39.700 3.1800 39.800 3.2000 39.900 3.2200 40.000 3.2400 40.100 3.2600 40.200 3.2800 40.300 3.3000 40.400 3.3200 40.500 3.3500 40.600 3.3700 40.700 3.4000 40.800 3.4300 40.900 3.4500 41.000 3.4900 41.100 3.5300 41.200 3.5700 41.300 3.6100 41.400 3.6400 41.500 3.6800 41.600 3.7300 41.700 3.7800 41.800 3.8300 41.900 3.8700 42.000 3.9200 42.100 3.9700 42.200 4.0100 42.300 4.0600 42.400 4.1200 42.500 4.1600 42.600 4.2100 42.700 4.2500 42.800 4.3000 42.900 4.3400 43.000 4.3900 43.100 4.4400 43.200 4.4900 43.300 4.5700 43.400 4.6600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 301 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 43.500 4.7900 43.600 4.9400 43.700 5.1400 43.800 5.3200 43.900 5.5000 44.000 5.6700 44.100 5.8400 44.200 5.9900 44.300 6.1400 44.400 6.2700 44.500 6.4200 44.600 6.5700 44.700 6.7400 44.800 6.9200 44.900 7.1300 45.000 7.3700 45.100 7.5600 45.200 7.7700 45.300 7.9700 45.400 8.1300 45.500 8.2900 45.600 8.4300 45.700 8.6000 45.800 8.7900 45.900 8.9800 46.000 9.1900 46.100 9.4100 46.200 9.5600 46.300 9.6800 46.400 9.7800 46.500 9.8800 46.600 9.9700 46.700 10.0600 46.800 10.1600 46.900 10.2700 47.000 10.3900 47.100 10.5100 47.200 10.6200 47.300 10.7400 47.400 10.8400 47.500 10.9500 47.600 11.0600 47.700 11.1600 47.800 11.2500 47.900 11.3700 48.000 11.5100 48.100 11.6300 48.200 11.7800 48.300 11.9600 48.400 12.1400 48.500 12.3400 48.600 12.4500 48.700 12.5300 48.800 12.6200 48.900 12.7100 49.000 12.8400 49.100 12.9200 49.200 13.0400 49.300 13.1700 49.400 13.3100 49.500 13.4500 49.600 13.6100 49.700 13.7800 49.800 13.9100 49.900 14.0300 50.000 14.1800 50.100 14.3600 50.200 14.5100 50.300 14.6200 50.400 14.7100 50.500 14.8000 50.600 14.8700 50.700 14.9500 50.800 15.0400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 302 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.900 15.1700 51.000 15.3000 51.100 15.4600 51.200 15.7000 51.300 15.9500 51.400 16.1700 51.500 16.3200 51.600 16.4800 51.700 16.6900 51.800 16.9000 51.900 17.0900 52.000 17.2700 52.100 17.4100 52.200 17.5500 52.300 17.6800 52.400 17.8200 52.500 17.9800 52.600 18.1100 52.700 18.2600 52.800 18.4300 52.900 18.6300 53.000 18.8600 53.100 19.1500 53.200 19.4200 53.300 19.6800 53.400 19.9200 53.500 20.1700 53.600 20.4500 53.700 20.7600 53.800 21.0800 53.900 21.3700 54.000 21.7000 54.100 22.0900 54.200 22.5300 54.300 23.0100 54.400 23.5400 54.500 24.1700 54.600 24.9200 54.700 25.7400 54.800 26.4300 54.900 27.0700 55.000 27.6300 55.100 28.1600 55.200 28.6300 55.300 29.0700 55.400 29.4800 55.500 29.8700 55.600 30.3100 55.700 30.7800 55.800 31.2600 55.900 31.7300 56.000 32.1500 56.100 32.5200 56.200 32.9000 56.300 33.3000 56.400 33.7000 56.500 34.0800 56.600 34.4400 56.700 34.8700 56.800 35.3000 56.900 35.7300 57.000 36.1600 57.100 36.6000 57.200 36.9600 57.300 37.3200 57.400 37.6600 57.500 37.9800 57.600 38.3200 57.700 38.6300 57.800 38.9200 57.900 39.1900 58.000 39.4400 58.100 39.7100 58.200 39.9800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 303 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.300 40.2700 58.400 40.5200 58.500 40.7700 58.600 40.9900 58.700 41.2200 58.800 41.4200 58.900 41.6200 59.000 41.7600 59.100 41.9000 59.200 42.0300 59.300 42.1600 59.400 42.2900 59.500 42.4400 59.600 42.6000 59.700 42.7600 59.800 42.9000 59.900 43.0400 60.000 43.1800 60.100 43.3100 60.200 43.4700 60.300 43.6500 60.400 43.8100 60.500 43.9500 60.600 44.0700 60.700 44.2000 60.800 44.3500 60.900 44.5400 61.000 44.7800 61.100 45.0200 61.200 45.2500 61.300 45.4600 61.400 45.7000 61.500 45.9300 61.600 46.1800 61.700 46.4300 61.800 46.6000 61.900 46.7800 62.000 46.9900 62.100 47.2200 62.200 47.4300 62.300 47.6400 62.400 47.8700 62.500 48.1800 62.600 48.4500 62.700 48.6600 62.800 48.8400 62.900 49.0100 63.000 49.1800 63.100 49.3500 63.200 49.5000 63.300 49.6000 63.400 49.6800 63.500 49.7500 63.600 49.8100 63.700 49.8800 63.800 49.9400 63.900 50.0000 64.000 50.0500 64.100 50.0800 64.200 50.1000 64.300 50.1200 64.400 50.1300 64.500 50.1500 64.600 50.1500 64.700 50.1600 64.800 50.1700 65.100 50.1700 ------------------------------------------------------------------------------------------ Name: NA1020 Base Flow(cfs): 0.000 Init Stage(ft): 37.000 Group: A Plunge Factor: 1.00 Warn Stage(ft): 47.000 Type: Manhole, Flat Floor $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 304 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 37.000 0.1000 47.000 0.1000 ------------------------------------------------------------------------------------------ Name: NA1030 Base Flow(cfs): 0.000 Init Stage(ft): 35.500 Group: A Warn Stage(ft): 46.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 35.400 0.0100 37.900 0.0100 38.000 0.0100 38.100 0.0100 38.200 0.0100 38.300 0.0200 38.400 0.0300 38.500 0.0600 38.600 0.0800 38.700 0.1200 38.800 0.1500 38.900 0.2000 39.000 0.2500 39.100 0.3000 39.200 0.3400 39.300 0.3800 39.400 0.4200 39.500 0.4600 39.600 0.5200 39.700 0.5700 39.800 0.6200 39.900 0.6800 40.000 0.7400 40.100 0.8200 40.200 0.9000 40.300 1.0100 40.400 1.1400 40.500 1.2400 40.600 1.3100 40.700 1.3900 40.800 1.4500 40.900 1.5200 41.000 1.5800 41.100 1.6500 41.200 1.7600 41.300 1.8800 41.400 2.0200 41.500 2.1800 41.600 2.3200 41.700 2.4500 41.800 2.5800 41.900 2.6800 42.000 2.7500 42.100 2.8200 42.200 2.8700 42.300 2.9300 42.400 2.9800 42.500 3.0600 42.600 3.1500 42.700 3.2800 42.800 3.3600 42.900 3.4000 43.000 3.4500 43.100 3.4900 43.200 3.5300 43.300 3.5800 43.400 3.6400 43.500 3.7200 43.600 3.8100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 305 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 43.700 3.8900 43.800 3.9900 43.900 4.0800 44.000 4.2100 44.100 4.2800 44.200 4.3200 44.300 4.3900 44.400 4.4600 44.500 4.5100 44.600 4.5600 44.700 4.6000 44.800 4.6400 44.900 4.6800 45.000 4.7200 45.100 4.7700 45.200 4.8200 45.300 4.8900 45.400 4.9800 45.500 5.0700 45.600 5.1600 45.700 5.2800 45.800 5.3700 45.900 5.4700 46.000 5.5600 46.100 5.6500 46.200 5.7200 46.300 5.7700 46.400 5.7800 46.500 5.7900 46.700 5.7900 46.800 5.8000 ------------------------------------------------------------------------------------------ Name: NA1040 Base Flow(cfs): 0.000 Init Stage(ft): 40.700 Group: A Warn Stage(ft): 55.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 40.600 0.0100 43.700 0.0100 43.800 0.0100 44.000 0.0100 44.100 0.0100 44.200 0.0300 44.300 0.0600 44.400 0.1100 44.500 0.1600 44.600 0.2100 44.700 0.2500 44.800 0.3000 44.900 0.3500 45.000 0.3900 45.100 0.4200 45.200 0.4500 45.300 0.4900 45.400 0.5300 45.500 0.5900 45.600 0.6500 45.700 0.6900 45.800 0.7300 45.900 0.7700 46.000 0.8200 46.100 0.8400 46.200 0.8700 46.300 0.9000 46.400 0.9100 46.500 0.9300 46.600 0.9600 46.700 0.9800 46.800 1.0000 46.900 1.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 306 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 47.000 1.0500 47.100 1.0700 47.200 1.0900 47.300 1.1400 47.400 1.1900 47.500 1.2600 47.600 1.3300 47.700 1.4100 47.800 1.4900 47.900 1.5400 48.000 1.5800 48.100 1.6100 48.200 1.6300 48.300 1.6600 48.400 1.6800 48.500 1.7000 48.600 1.7300 48.700 1.7500 48.800 1.7700 48.900 1.7900 49.000 1.8100 49.100 1.8300 49.200 1.8600 49.300 1.8800 49.400 1.9000 49.500 1.9100 49.600 1.9400 49.700 1.9600 49.800 1.9900 49.900 2.0100 50.000 2.0400 50.100 2.0700 50.200 2.0900 50.300 2.1100 50.400 2.1200 50.500 2.1400 50.600 2.1600 50.700 2.1700 50.800 2.1900 50.900 2.2100 51.000 2.2200 51.100 2.2400 51.200 2.2500 51.300 2.2600 51.400 2.2800 51.500 2.3000 51.600 2.3200 51.700 2.3300 51.800 2.3500 51.900 2.3800 52.000 2.4000 52.100 2.4200 52.200 2.4400 52.300 2.4600 52.400 2.4800 52.500 2.5000 52.600 2.5200 52.700 2.5400 52.800 2.5500 52.900 2.5600 53.000 2.5700 53.200 2.5700 53.300 2.5800 53.400 2.5900 53.500 2.5900 53.600 2.6000 53.700 2.6100 53.800 2.6100 53.900 2.6300 54.000 2.6500 54.100 2.6600 54.200 2.6600 54.300 2.6700 54.500 2.6700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 307 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.600 2.6800 55.600 2.6800 ------------------------------------------------------------------------------------------ Name: NA1050 Base Flow(cfs): 0.000 Init Stage(ft): 16.260 Group: A Warn Stage(ft): 36.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.200 0.0100 16.400 0.0100 16.500 0.0100 16.600 0.0200 16.700 0.0300 16.800 0.0500 16.900 0.0600 17.000 0.0800 17.100 0.1000 17.200 0.1300 17.300 0.1700 17.400 0.2200 17.500 0.2800 17.600 0.3600 17.700 0.4400 17.800 0.4700 17.900 0.4900 18.000 0.5000 18.100 0.5100 18.200 0.5100 18.300 0.5200 18.400 0.5200 18.500 0.5300 18.600 0.5300 18.700 0.5400 18.800 0.5400 18.900 0.5500 19.000 0.5500 19.100 0.5600 19.200 0.5700 19.300 0.5800 19.400 0.5900 19.500 0.6000 19.600 0.6100 19.700 0.6200 19.800 0.6200 19.900 0.6300 20.000 0.6400 20.100 0.6400 20.200 0.6500 20.400 0.6500 20.500 0.6600 20.600 0.6700 20.700 0.6700 20.800 0.6800 20.900 0.6800 21.000 0.6900 21.100 0.6900 21.200 0.7000 21.300 0.7000 21.400 0.7100 21.600 0.7100 21.700 0.7200 22.000 0.7200 22.100 0.7300 22.300 0.7300 22.400 0.7400 22.500 0.7400 22.600 0.7500 22.800 0.7500 22.900 0.7600 23.100 0.7600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 308 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.200 0.7700 23.400 0.7700 23.500 0.7800 23.700 0.7800 23.800 0.7900 23.900 0.7900 24.000 0.8000 24.100 0.8000 24.200 0.8100 24.300 0.8100 24.400 0.8200 24.600 0.8200 24.700 0.8300 24.800 0.8400 24.900 0.8500 25.000 0.8600 25.100 0.8700 25.200 0.8800 25.400 0.8800 25.500 0.8900 25.800 0.8900 25.900 0.9000 26.100 0.9000 26.200 0.9100 26.500 0.9100 26.600 0.9200 26.700 0.9200 26.800 0.9300 26.900 0.9300 27.000 0.9400 27.300 0.9400 27.400 0.9500 27.700 0.9500 27.800 0.9600 27.900 0.9600 28.000 0.9700 28.200 0.9700 28.300 0.9800 28.500 0.9800 28.600 0.9900 28.700 0.9900 28.800 1.0000 29.000 1.0000 29.100 1.0100 29.200 1.0100 29.300 1.0200 29.500 1.0200 29.600 1.0300 29.700 1.0300 29.800 1.0400 30.000 1.0400 30.100 1.0500 30.200 1.0500 30.300 1.0600 30.400 1.0600 30.500 1.0700 30.600 1.0700 30.700 1.0800 30.800 1.0900 30.900 1.1000 31.000 1.1100 31.100 1.1200 31.200 1.1400 31.300 1.1600 31.400 1.1700 31.500 1.1900 31.600 1.2000 31.700 1.2200 31.800 1.2400 31.900 1.2500 32.000 1.2600 32.100 1.2700 32.200 1.2800 32.300 1.2900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 309 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 32.400 1.3100 32.500 1.3200 32.600 1.3300 32.700 1.3400 32.800 1.3600 32.900 1.3700 33.000 1.3800 33.100 1.4000 33.200 1.4200 33.300 1.4300 33.400 1.4500 33.500 1.4600 33.600 1.4700 33.700 1.4800 33.800 1.4900 33.900 1.4900 34.000 1.5000 34.200 1.5000 34.300 1.5100 34.400 1.5200 34.500 1.5400 34.600 1.5500 34.800 1.5500 34.900 1.5600 35.300 1.5600 35.400 1.5700 36.000 1.5700 36.100 1.5800 36.400 1.5800 36.500 1.5900 36.800 1.5900 ------------------------------------------------------------------------------------------ Name: NA1055 Base Flow(cfs): 0.000 Init Stage(ft): 8.490 Group: A Warn Stage(ft): 34.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 7.900 0.0100 9.000 0.0100 9.100 0.0100 9.400 0.0100 9.500 0.0100 9.600 0.0100 9.700 0.0200 9.900 0.0200 10.000 0.0300 10.200 0.0300 10.300 0.0400 10.400 0.0400 10.500 0.0500 10.600 0.0600 10.700 0.0600 10.800 0.0700 10.900 0.0800 11.000 0.0800 11.100 0.0900 11.200 0.0900 11.300 0.1000 11.400 0.1100 11.500 0.1100 11.600 0.1200 11.700 0.1300 11.800 0.1300 11.900 0.1400 12.000 0.1400 12.100 0.1500 12.200 0.1600 12.300 0.1600 12.400 0.1700 12.500 0.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 310 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 12.600 0.1800 12.700 0.1900 12.800 0.2000 12.900 0.2000 13.000 0.2100 13.100 0.2200 13.200 0.2300 13.300 0.2400 13.400 0.2500 13.500 0.2600 13.600 0.2800 13.700 0.3000 13.800 0.3100 13.900 0.3300 14.000 0.3400 14.100 0.3400 14.200 0.3500 14.300 0.3600 14.400 0.3700 14.500 0.3800 14.600 0.3800 14.700 0.3900 14.800 0.4000 14.900 0.4000 15.000 0.4100 15.100 0.4200 15.200 0.4200 15.300 0.4300 15.400 0.4300 15.500 0.4400 15.600 0.4500 15.700 0.4500 15.800 0.4600 16.000 0.4600 16.100 0.4700 16.200 0.4800 16.300 0.4900 16.400 0.4900 16.500 0.5000 16.600 0.5000 16.700 0.5100 16.800 0.5200 16.900 0.5200 17.000 0.5300 17.100 0.5300 17.200 0.5500 17.300 0.5600 17.400 0.5700 17.500 0.5800 17.600 0.5900 17.700 0.6000 17.800 0.6200 17.900 0.6300 18.000 0.6500 18.100 0.6600 18.200 0.6700 18.300 0.6800 18.400 0.6900 18.500 0.7000 18.600 0.7200 18.700 0.7300 18.800 0.7300 18.900 0.7500 19.000 0.7500 19.100 0.7600 19.200 0.7700 19.300 0.7800 19.400 0.7900 19.500 0.8000 19.600 0.8100 19.700 0.8100 19.800 0.8300 19.900 0.8400 20.000 0.8500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 311 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.100 0.8600 20.200 0.8700 20.300 0.8700 20.400 0.8800 20.600 0.8800 20.700 0.8900 20.800 0.9000 20.900 0.9000 21.000 0.9100 21.100 0.9200 21.200 0.9200 21.300 0.9300 21.400 0.9400 21.500 0.9500 21.600 0.9600 21.700 0.9700 21.800 0.9700 21.900 0.9800 22.000 0.9900 22.100 0.9900 22.200 1.0000 22.300 1.0100 22.400 1.0100 22.500 1.0200 22.700 1.0200 22.800 1.0300 22.900 1.0300 23.000 1.0400 23.300 1.0400 23.400 1.0500 23.700 1.0500 23.800 1.0600 24.200 1.0600 24.300 1.0700 25.100 1.0700 25.200 1.0800 25.800 1.0800 25.900 1.0900 26.600 1.0900 26.700 1.1000 27.300 1.1000 27.400 1.1100 28.000 1.1100 28.100 1.1200 28.600 1.1200 28.700 1.1300 29.300 1.1300 29.400 1.1400 29.700 1.1400 29.800 1.1500 30.100 1.1500 30.200 1.1600 30.700 1.1600 30.800 1.1700 31.000 1.1700 31.100 1.1800 31.400 1.1800 31.500 1.1900 31.800 1.1900 31.900 1.2000 32.100 1.2000 32.200 1.2100 32.400 1.2100 32.500 1.2200 32.700 1.2200 32.800 1.2300 32.900 1.2400 33.000 1.2400 33.100 1.2500 33.200 1.2600 33.300 1.2600 33.400 1.2700 33.500 1.2700 33.600 1.2800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 312 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.700 1.2800 33.800 1.2900 34.200 1.2900 ------------------------------------------------------------------------------------------ Name: NA1060 Base Flow(cfs): 0.000 Init Stage(ft): 13.700 Group: A Warn Stage(ft): 41.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 13.000 0.6500 13.100 0.6600 13.200 0.6700 13.300 0.6700 13.400 0.6800 13.500 0.6800 13.600 0.6900 13.700 0.7000 13.800 0.7000 13.900 0.7100 14.000 0.7200 14.100 0.7300 14.200 0.7400 14.400 0.7400 14.500 0.7500 14.600 0.7500 14.700 0.7600 15.000 0.7600 15.100 0.7700 15.200 0.7700 15.300 0.7800 15.400 0.7800 15.500 0.7900 15.600 0.7900 15.700 0.8000 16.000 0.8000 16.100 0.8100 16.300 0.8100 16.400 0.8200 16.500 0.8300 16.600 0.8400 16.700 0.8400 16.800 0.8500 16.900 0.8600 17.000 0.8600 17.100 0.8700 17.200 0.8800 17.400 0.8800 17.500 0.8900 17.600 0.9000 17.700 0.9000 17.800 0.9100 17.900 0.9200 18.000 0.9300 18.100 0.9300 18.200 0.9400 18.300 0.9400 18.400 0.9500 18.500 0.9500 18.600 0.9600 18.700 0.9600 18.800 0.9700 18.900 0.9800 19.000 0.9800 19.100 0.9900 19.200 1.0000 19.300 1.0100 19.400 1.0300 19.500 1.0400 19.600 1.0500 19.700 1.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 313 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 19.800 1.0800 19.900 1.0900 20.000 1.1000 20.100 1.1100 20.200 1.1200 20.300 1.1300 20.400 1.1400 20.500 1.1500 20.600 1.1600 20.700 1.1800 20.800 1.1800 20.900 1.1900 21.000 1.2000 21.100 1.2100 21.200 1.2200 21.300 1.2300 21.400 1.2500 21.500 1.2600 21.600 1.2800 21.700 1.2900 21.800 1.3000 21.900 1.3100 22.000 1.3300 22.100 1.3400 22.200 1.3600 22.300 1.3800 22.400 1.4200 22.500 1.4500 22.600 1.4600 22.700 1.4800 22.800 1.5000 22.900 1.5100 23.000 1.5200 23.100 1.5300 23.200 1.5400 23.300 1.5600 23.400 1.5700 23.500 1.5900 23.600 1.6100 23.700 1.6100 23.800 1.6300 23.900 1.6400 24.000 1.6500 24.100 1.6600 24.200 1.6700 24.300 1.6800 24.400 1.6900 24.500 1.7100 24.600 1.7200 24.700 1.7300 24.800 1.7400 24.900 1.7500 25.000 1.7600 25.100 1.7700 25.200 1.7800 25.300 1.7900 25.400 1.8000 25.500 1.8100 25.600 1.8200 25.700 1.8200 25.800 1.8400 25.900 1.8400 26.000 1.8500 26.100 1.8500 26.200 1.8600 26.300 1.8700 26.400 1.8800 26.500 1.8900 26.600 1.8900 26.700 1.9000 26.800 1.9100 26.900 1.9300 27.000 1.9400 27.100 1.9500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 314 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.200 1.9600 27.300 1.9700 27.400 1.9800 27.500 1.9900 27.600 1.9900 27.700 2.0000 27.800 2.0100 27.900 2.0200 28.000 2.0400 28.100 2.0400 28.200 2.0500 28.300 2.0600 28.400 2.0600 28.500 2.0800 28.600 2.0900 28.700 2.1000 28.800 2.1100 28.900 2.1200 29.000 2.1300 29.100 2.1400 29.200 2.1600 29.300 2.1700 29.400 2.1800 29.500 2.2000 29.600 2.2200 29.700 2.2400 29.800 2.2600 29.900 2.3000 30.000 2.3300 30.100 2.3700 30.200 2.4000 30.300 2.4400 30.400 2.4700 30.500 2.5100 30.600 2.5500 30.700 2.5800 30.800 2.6400 30.900 2.7100 31.000 2.7700 31.100 2.8300 31.200 2.9000 31.300 2.9700 31.400 3.0300 31.500 3.0900 31.600 3.1600 31.700 3.2300 31.800 3.2800 31.900 3.3300 32.000 3.3800 32.100 3.4300 32.200 3.4800 32.300 3.5100 32.400 3.5500 32.500 3.5900 32.600 3.6300 32.700 3.6700 32.800 3.7000 32.900 3.7300 33.000 3.7600 33.100 3.8000 33.200 3.8400 33.300 3.8800 33.400 3.9100 33.500 3.9400 33.600 3.9700 33.700 4.0000 33.800 4.0400 33.900 4.0700 34.000 4.1100 34.100 4.1500 34.200 4.1900 34.300 4.2200 34.400 4.2500 34.500 4.2900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 315 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.600 4.3300 34.700 4.3700 34.800 4.4100 34.900 4.4500 35.000 4.4900 35.100 4.5300 35.200 4.5800 35.300 4.6400 35.400 4.6900 35.500 4.7600 35.600 4.8200 35.700 4.9000 35.800 4.9600 35.900 5.0400 36.000 5.1200 36.100 5.2100 36.200 5.3000 36.300 5.3900 36.400 5.4900 36.500 5.5800 36.600 5.6800 36.700 5.7800 36.800 5.8900 36.900 6.0200 37.000 6.1500 37.100 6.2900 37.200 6.4200 37.300 6.5600 37.400 6.7000 37.500 6.8200 37.600 6.9600 37.700 7.1300 37.800 7.3100 37.900 7.5500 38.000 7.8000 38.100 8.0800 38.200 8.3300 38.300 8.5900 38.400 8.8300 38.500 9.1000 38.600 9.3500 38.700 9.6100 38.800 9.8600 38.900 10.0900 39.000 10.3400 39.100 10.5500 39.200 10.7900 39.300 11.0700 39.400 11.3400 39.500 11.6200 39.600 11.8800 39.700 12.1400 39.800 12.3400 39.900 12.5100 40.000 12.6500 40.100 12.7900 40.200 12.9400 40.300 13.1000 40.400 13.2200 40.500 13.2900 40.600 13.3800 40.700 13.4400 40.800 13.4800 40.900 13.4900 41.000 13.4900 41.100 13.5000 41.600 13.5000 ------------------------------------------------------------------------------------------ Name: NA1070 Base Flow(cfs): 0.000 Init Stage(ft): 18.640 Group: A Warn Stage(ft): 39.700 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 316 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 18.540 0.0100 19.200 0.0100 19.300 0.0100 19.500 0.0100 19.600 0.0100 20.000 0.0100 20.100 0.0200 20.300 0.0200 20.400 0.0300 20.500 0.0400 20.600 0.0500 20.700 0.0600 20.800 0.0700 20.900 0.0800 21.000 0.0900 21.100 0.1000 21.200 0.1100 21.300 0.1200 21.400 0.1300 21.500 0.1400 21.600 0.1500 21.700 0.1600 21.800 0.1700 21.900 0.1800 22.000 0.2000 22.100 0.2100 22.200 0.2300 22.300 0.2600 22.400 0.3000 22.500 0.3400 22.600 0.3800 22.700 0.4300 22.800 0.4700 22.900 0.5000 23.000 0.5300 23.100 0.5500 23.200 0.5700 23.300 0.6000 23.400 0.6200 23.500 0.6400 23.600 0.6600 23.700 0.6900 23.800 0.7100 23.900 0.7300 24.000 0.7500 24.100 0.7800 24.200 0.8000 24.300 0.8300 24.400 0.8600 24.500 0.8800 24.600 0.9100 24.700 0.9300 24.800 0.9600 24.900 1.0000 25.000 1.0400 25.100 1.0900 25.200 1.1600 25.300 1.2200 25.400 1.2700 25.500 1.3500 25.600 1.4200 25.700 1.4700 25.800 1.5200 25.900 1.5700 26.000 1.6300 26.100 1.6900 26.200 1.7600 26.300 1.8400 26.400 1.9200 26.500 2.0200 26.600 2.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 317 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.700 2.2100 26.800 2.3400 26.900 2.4700 27.000 2.6100 27.100 2.7500 27.200 2.9000 27.300 3.0400 27.400 3.2100 27.500 3.3800 27.600 3.5800 27.700 3.7300 27.800 3.8700 27.900 4.0000 28.000 4.1300 28.100 4.2700 28.200 4.3800 28.300 4.4900 28.400 4.6000 28.500 4.7100 28.600 4.8000 28.700 4.8900 28.800 4.9800 28.900 5.0700 29.000 5.1500 29.100 5.2300 29.200 5.2900 29.300 5.3700 29.400 5.4400 29.500 5.5100 29.600 5.6000 29.700 5.7000 29.800 5.8100 29.900 5.9100 30.000 5.9900 30.100 6.0500 30.200 6.1200 30.300 6.1800 30.400 6.2400 30.500 6.3100 30.600 6.3800 30.700 6.4600 30.800 6.5500 30.900 6.6300 31.000 6.7300 31.100 6.8500 31.200 6.9700 31.300 7.0900 31.400 7.2200 31.500 7.3400 31.600 7.4700 31.700 7.6000 31.800 7.7500 31.900 7.8900 32.000 8.0400 32.100 8.1900 32.200 8.3400 32.300 8.4800 32.400 8.6000 32.500 8.7000 32.600 8.7900 32.700 8.8500 32.800 8.9000 32.900 8.9500 33.000 9.0100 33.100 9.0600 33.200 9.1100 33.300 9.1700 33.400 9.2300 33.500 9.2900 33.600 9.3600 33.700 9.4400 33.800 9.5400 33.900 9.6400 34.000 9.7400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 318 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.100 9.8600 34.200 9.9700 34.300 10.0900 34.400 10.2100 34.500 10.3500 34.600 10.4700 34.700 10.6000 34.800 10.7600 34.900 10.9500 35.000 11.1400 35.100 11.3200 35.200 11.4600 35.300 11.6100 35.400 11.7300 35.500 11.8200 35.600 11.9000 35.700 11.9700 35.800 12.0900 35.900 12.2200 36.000 12.3300 36.100 12.4400 36.200 12.5200 36.300 12.5900 36.400 12.6600 36.500 12.7300 36.600 12.8100 36.700 12.9000 36.800 12.9600 36.900 13.0300 37.000 13.1000 37.100 13.1600 37.200 13.2300 37.300 13.2900 37.400 13.3400 37.500 13.4000 37.600 13.4500 37.700 13.5000 37.800 13.5300 37.900 13.5600 38.000 13.5900 38.100 13.6200 38.200 13.6500 38.300 13.6700 38.400 13.6900 38.500 13.7100 38.600 13.7300 38.700 13.7400 38.800 13.7600 38.900 13.8000 39.000 13.8400 39.100 13.8700 39.200 13.9000 39.300 13.9300 39.400 13.9800 39.500 14.0100 39.600 14.0200 39.700 14.0200 ------------------------------------------------------------------------------------------ Name: NA1080 Base Flow(cfs): 0.000 Init Stage(ft): 13.770 Group: A Warn Stage(ft): 34.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 13.670 0.0100 16.300 0.0100 16.400 0.0100 17.300 0.0100 17.400 0.0100 17.500 0.0100 17.600 0.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 319 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 17.700 0.0300 17.800 0.0400 17.900 0.0600 18.000 0.0800 18.100 0.1000 18.200 0.1100 18.300 0.1300 18.400 0.1400 18.500 0.1600 18.600 0.1700 18.700 0.1900 18.800 0.2000 18.900 0.2100 19.000 0.2200 19.100 0.2400 19.200 0.2500 19.300 0.2700 19.400 0.2800 19.500 0.3000 19.600 0.3200 19.700 0.3500 19.800 0.3700 19.900 0.3800 20.000 0.4000 20.100 0.4100 20.200 0.4300 20.300 0.4400 20.400 0.4500 20.500 0.4700 20.600 0.4800 20.700 0.4900 20.800 0.5000 20.900 0.5200 21.000 0.5400 21.100 0.5500 21.200 0.5700 21.300 0.5800 21.400 0.6000 21.500 0.6200 21.600 0.6400 21.700 0.6500 21.800 0.6700 21.900 0.6800 22.000 0.7000 22.100 0.7200 22.200 0.7300 22.300 0.7500 22.400 0.7600 22.500 0.7800 22.600 0.7900 22.700 0.8100 22.800 0.8300 22.900 0.8400 23.000 0.8500 23.100 0.8600 23.200 0.8800 23.300 0.9000 23.400 0.9100 23.500 0.9200 23.600 0.9400 23.700 0.9500 23.800 0.9700 23.900 0.9800 24.000 1.0000 24.100 1.0100 24.200 1.0300 24.300 1.0400 24.400 1.0600 24.500 1.0800 24.600 1.0900 24.700 1.1000 24.800 1.1200 24.900 1.1400 25.000 1.1500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 320 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.100 1.1700 25.200 1.1900 25.300 1.2000 25.400 1.2200 25.500 1.2300 25.600 1.2500 25.700 1.2600 25.800 1.2800 25.900 1.3000 26.000 1.3200 26.100 1.3300 26.200 1.3500 26.300 1.3700 26.400 1.3800 26.500 1.4000 26.600 1.4200 26.700 1.4400 26.800 1.4500 26.900 1.4700 27.000 1.4900 27.100 1.5200 27.200 1.5500 27.300 1.5800 27.400 1.6100 27.500 1.6500 27.600 1.6800 27.700 1.7100 27.800 1.7300 27.900 1.7500 28.000 1.7800 28.100 1.8000 28.200 1.8200 28.300 1.8300 28.400 1.8500 28.500 1.8600 28.600 1.8900 28.700 1.9100 28.800 1.9300 28.900 1.9500 29.000 1.9700 29.100 1.9900 29.200 2.0100 29.300 2.0300 29.400 2.0400 29.500 2.0600 29.600 2.0900 29.700 2.1200 29.800 2.1400 29.900 2.1600 30.000 2.1800 30.100 2.2000 30.200 2.2200 30.300 2.2400 30.400 2.2500 30.500 2.2700 30.600 2.2800 30.700 2.2900 30.800 2.3100 30.900 2.3200 31.000 2.3300 31.100 2.3400 31.200 2.3500 31.300 2.3700 31.400 2.3800 31.500 2.3900 31.600 2.4000 31.700 2.4000 31.800 2.4100 31.900 2.4200 32.000 2.4200 32.100 2.4400 32.200 2.4400 32.300 2.4500 32.400 2.4600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 321 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 32.500 2.4600 32.600 2.4700 32.700 2.4800 32.800 2.4900 32.900 2.5000 33.000 2.5200 33.100 2.5200 33.200 2.5300 33.300 2.5400 33.400 2.5400 33.500 2.5500 34.200 2.5500 ------------------------------------------------------------------------------------------ Name: NA1090 Base Flow(cfs): 0.000 Init Stage(ft): 27.800 Group: A Warn Stage(ft): 35.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 27.800 0.0100 28.000 0.0100 28.100 0.0100 28.200 0.0200 28.300 0.0300 28.400 0.0500 28.500 0.0600 28.700 0.0600 28.800 0.0700 28.900 0.0700 29.000 0.0800 29.300 0.0800 29.400 0.0900 29.500 0.1000 29.600 0.1000 29.700 0.1100 29.800 0.1100 29.900 0.1200 30.000 0.1300 30.100 0.1400 30.200 0.1600 30.300 0.1700 30.400 0.1900 30.500 0.2000 30.600 0.2100 30.700 0.2200 30.800 0.2400 30.900 0.2500 31.000 0.2800 31.100 0.3200 31.200 0.3400 31.300 0.3800 31.400 0.4200 31.500 0.4700 31.600 0.5200 31.700 0.5900 31.800 0.6500 31.900 0.7000 32.000 0.7600 32.100 0.8200 32.200 0.8900 32.300 0.9600 32.400 1.0300 32.500 1.1000 32.600 1.1700 32.700 1.2400 32.800 1.3100 32.900 1.3800 33.000 1.4500 33.100 1.5200 33.200 1.6000 33.300 1.6900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 322 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.400 1.7900 33.500 1.8700 33.600 1.9300 33.700 1.9800 33.800 2.0100 33.900 2.0500 34.000 2.0700 34.100 2.0900 34.200 2.1200 34.300 2.1400 34.400 2.1700 34.500 2.2000 34.600 2.2200 34.700 2.2300 35.300 2.2300 ------------------------------------------------------------------------------------------ Name: NA1100 Base Flow(cfs): 0.000 Init Stage(ft): 30.300 Group: A Warn Stage(ft): 37.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 30.300 0.0100 31.000 0.0100 31.100 0.0100 31.200 0.0300 31.300 0.0700 31.400 0.1100 31.500 0.1400 31.600 0.1600 31.700 0.1700 31.800 0.1900 31.900 0.2000 32.000 0.2100 32.100 0.2200 32.200 0.2200 32.300 0.2400 32.400 0.2500 32.500 0.2600 32.600 0.2700 32.700 0.2800 32.800 0.2900 32.900 0.3100 33.000 0.3300 33.100 0.3500 33.200 0.3700 33.300 0.3900 33.400 0.4400 33.500 0.5000 33.600 0.5800 33.700 0.6700 33.800 0.8000 33.900 0.9400 34.000 1.0800 34.100 1.2100 34.200 1.3600 34.300 1.5000 34.400 1.6500 34.500 1.8100 34.600 1.9100 34.700 2.0000 34.800 2.0700 34.900 2.1800 35.000 2.2500 35.100 2.3300 35.200 2.4100 35.300 2.4700 35.400 2.5200 35.500 2.5500 35.600 2.5700 35.700 2.5800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 323 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.800 2.5900 35.900 2.6000 36.000 2.6100 36.100 2.6200 36.200 2.6300 36.300 2.6300 36.400 2.6400 36.500 2.6500 36.600 2.6500 36.700 2.6600 36.800 2.6600 36.900 2.6700 37.300 2.6700 37.400 2.6800 37.900 2.6800 ------------------------------------------------------------------------------------------ Name: NA1110 Base Flow(cfs): 0.000 Init Stage(ft): 28.900 Group: A Warn Stage(ft): 40.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 28.900 0.0100 29.000 0.0100 29.100 0.0100 29.200 0.0200 29.300 0.0300 29.400 0.0400 29.500 0.0500 29.600 0.0600 29.700 0.0900 29.800 0.1000 29.900 0.1200 30.000 0.1300 30.100 0.1400 30.200 0.1500 30.300 0.1600 30.400 0.1800 30.500 0.1900 30.600 0.2100 30.700 0.2200 30.800 0.2400 30.900 0.2700 31.000 0.3000 31.100 0.3100 31.200 0.3200 31.300 0.3300 31.400 0.3400 31.500 0.3500 31.600 0.3600 31.700 0.3700 31.800 0.3800 31.900 0.4000 32.000 0.4300 32.100 0.4600 32.200 0.5000 32.300 0.5400 32.400 0.5800 32.500 0.6200 32.600 0.6900 32.700 0.7600 32.800 0.8400 32.900 0.9200 33.000 1.0200 33.100 1.1400 33.200 1.2600 33.300 1.4100 33.400 1.5800 33.500 1.7300 33.600 1.8700 33.700 1.9900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 324 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.800 2.0900 33.900 2.2000 34.000 2.3100 34.100 2.4600 34.200 2.6100 34.300 2.7500 34.400 2.9300 34.500 3.0700 34.600 3.2500 34.700 3.3900 34.800 3.4900 34.900 3.5600 35.000 3.6300 35.100 3.7200 35.200 3.8200 35.300 3.9300 35.400 4.0600 35.500 4.1400 35.600 4.1700 35.700 4.1900 35.800 4.2100 35.900 4.2300 36.000 4.2500 36.100 4.2700 36.200 4.2900 36.300 4.3000 36.400 4.3300 36.500 4.3500 36.600 4.3700 36.700 4.4000 36.800 4.4300 36.900 4.4600 37.000 4.4800 37.100 4.5200 37.200 4.5500 37.300 4.5800 37.400 4.6100 37.500 4.6300 37.600 4.6500 37.700 4.6700 37.800 4.7000 37.900 4.7200 38.000 4.7400 38.100 4.7500 38.200 4.7600 38.300 4.7800 38.400 4.7900 38.500 4.8000 38.600 4.8200 38.700 4.8300 38.800 4.8400 38.900 4.8500 39.000 4.8500 39.100 4.8600 39.200 4.8600 39.300 4.8700 39.400 4.8800 39.500 4.8900 39.600 4.9000 39.700 4.9100 39.800 4.9200 39.900 4.9300 40.000 4.9300 40.100 4.9400 40.200 4.9500 40.300 4.9600 40.500 4.9600 ------------------------------------------------------------------------------------------ Name: NA1120 Base Flow(cfs): 0.000 Init Stage(ft): 25.350 Group: A Warn Stage(ft): 45.400 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 325 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 25.250 0.0100 30.600 0.0100 30.700 0.0100 31.000 0.0100 31.100 0.0100 31.200 0.0200 31.300 0.0300 31.400 0.0400 31.500 0.0500 31.600 0.0700 31.700 0.0800 31.800 0.1000 31.900 0.1100 32.000 0.1300 32.100 0.1400 32.200 0.1600 32.300 0.1700 32.400 0.1900 32.500 0.2000 32.600 0.2200 32.700 0.2400 32.800 0.2600 32.900 0.2800 33.000 0.3000 33.100 0.3300 33.200 0.3700 33.300 0.4100 33.400 0.4400 33.500 0.4700 33.600 0.5100 33.700 0.5500 33.800 0.5900 33.900 0.6100 34.000 0.6300 34.100 0.6600 34.200 0.6700 34.300 0.7000 34.400 0.7200 34.500 0.7600 34.600 0.7700 34.700 0.7900 34.800 0.8200 34.900 0.8500 35.000 0.8800 35.100 0.9300 35.200 0.9800 35.300 1.0300 35.400 1.0800 35.500 1.1500 35.600 1.2700 35.700 1.3400 35.800 1.3900 35.900 1.4300 36.000 1.4800 36.100 1.5100 36.200 1.5300 36.300 1.5500 36.400 1.5700 36.500 1.5900 36.600 1.6300 36.700 1.6700 36.800 1.6900 36.900 1.7100 37.000 1.7200 37.100 1.7300 37.200 1.7400 37.300 1.7500 37.400 1.7600 37.500 1.7700 37.600 1.7800 37.700 1.7900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 326 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.800 1.8000 37.900 1.8200 38.000 1.8300 38.200 1.8300 38.300 1.8400 38.400 1.8400 38.500 1.8500 38.700 1.8500 38.800 1.8600 38.900 1.8600 39.000 1.8700 39.100 1.8800 39.200 1.8900 39.300 1.9000 39.400 1.9200 39.500 1.9300 39.600 1.9400 39.700 1.9500 39.800 1.9600 39.900 1.9600 40.000 1.9700 40.100 1.9800 40.200 1.9900 40.300 2.0100 40.400 2.0200 40.500 2.0300 40.600 2.0500 40.700 2.0700 40.800 2.0800 40.900 2.1100 41.000 2.1300 41.100 2.1500 41.200 2.1700 41.300 2.2000 41.400 2.2300 41.500 2.2600 41.600 2.3000 41.700 2.3400 41.800 2.3700 41.900 2.4200 42.000 2.4800 42.100 2.5200 42.200 2.5600 42.300 2.6000 42.400 2.6400 42.500 2.6700 42.600 2.7000 42.700 2.7200 42.800 2.7400 42.900 2.7600 43.000 2.7800 43.100 2.8000 43.200 2.8200 43.300 2.8400 43.400 2.8600 43.500 2.8600 43.600 2.8800 43.700 2.9000 43.800 2.9100 43.900 2.9300 44.000 2.9500 44.100 2.9900 44.200 3.0300 44.300 3.0500 44.400 3.0700 44.500 3.1000 44.600 3.1200 44.700 3.1400 44.800 3.1700 44.900 3.1800 45.000 3.1900 45.100 3.2000 45.300 3.2000 45.400 3.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 327 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA1130 Base Flow(cfs): 0.000 Init Stage(ft): 27.890 Group: A Warn Stage(ft): 45.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 27.790 0.0100 32.200 0.0100 32.300 0.0100 32.800 0.0100 32.900 0.0100 33.000 0.0100 33.100 0.0200 33.200 0.0300 33.300 0.0400 33.400 0.0600 33.500 0.0800 33.600 0.1100 33.700 0.1200 33.800 0.1400 33.900 0.1700 34.000 0.1900 34.100 0.2100 34.200 0.2400 34.300 0.2700 34.400 0.3000 34.500 0.3300 34.600 0.3700 34.700 0.4200 34.800 0.4700 34.900 0.5200 35.000 0.5800 35.100 0.6400 35.200 0.7000 35.300 0.7500 35.400 0.7900 35.500 0.8200 35.600 0.8400 35.700 0.8600 35.800 0.8900 35.900 0.9100 36.000 0.9400 36.100 0.9700 36.200 1.0000 36.300 1.0300 36.400 1.0700 36.500 1.1000 36.600 1.1500 36.700 1.1900 36.800 1.2700 36.900 1.3300 37.000 1.4100 37.100 1.4800 37.200 1.5600 37.300 1.6200 37.400 1.6800 37.500 1.7300 37.600 1.7800 37.700 1.8400 37.800 1.9100 37.900 1.9600 38.000 2.0000 38.100 2.0600 38.200 2.1000 38.300 2.1200 38.400 2.1400 38.500 2.1600 38.600 2.1800 38.700 2.2000 38.800 2.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 328 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 38.900 2.2200 39.000 2.2400 39.100 2.2600 39.200 2.2700 39.300 2.2900 39.400 2.3000 39.500 2.3200 39.600 2.3400 39.700 2.3600 39.800 2.3900 39.900 2.4400 40.000 2.4700 40.100 2.4800 40.200 2.5000 40.300 2.5100 40.400 2.5200 40.500 2.5400 40.600 2.5500 40.700 2.5600 40.800 2.5800 40.900 2.5900 41.000 2.6200 41.100 2.6300 41.200 2.6500 41.300 2.6700 41.400 2.6900 41.500 2.7200 41.600 2.7500 41.700 2.7700 41.800 2.8100 41.900 2.8500 42.000 2.8900 42.100 2.9400 42.200 2.9800 42.300 3.0300 42.400 3.0700 42.500 3.1100 42.600 3.1500 42.700 3.1900 42.800 3.2300 42.900 3.2700 43.000 3.3100 43.100 3.3500 43.200 3.3800 43.300 3.4200 43.400 3.4600 43.500 3.5000 43.600 3.5400 43.700 3.5900 43.800 3.6500 43.900 3.7100 44.000 3.7900 44.100 3.8700 44.200 3.9600 44.300 4.0400 44.400 4.1000 44.500 4.1500 44.600 4.1900 44.700 4.2200 44.800 4.2400 44.900 4.2500 45.000 4.2600 45.100 4.2700 45.200 4.2800 45.300 4.2900 45.400 4.3200 45.500 4.3500 45.600 4.3700 45.700 4.3700 45.800 4.3800 45.900 4.3800 ------------------------------------------------------------------------------------------ Name: NA1140 Base Flow(cfs): 0.000 Init Stage(ft): 35.500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 329 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Warn Stage(ft): 48.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 35.400 0.0100 38.300 0.0100 38.400 0.0100 38.500 0.0100 38.800 0.0100 38.900 0.0200 39.100 0.0200 39.200 0.0300 39.300 0.0300 39.400 0.0400 39.500 0.0500 39.600 0.0500 39.700 0.0600 39.800 0.0600 39.900 0.0700 40.000 0.0700 40.100 0.0800 40.200 0.0900 40.300 0.0900 40.400 0.1000 40.500 0.1100 40.600 0.1200 40.700 0.1200 40.800 0.1400 40.900 0.1400 41.000 0.1500 41.100 0.1600 41.200 0.1700 41.300 0.1800 41.400 0.2000 41.500 0.2000 41.600 0.2100 41.700 0.2200 41.800 0.2400 41.900 0.2400 42.000 0.2600 42.100 0.2700 42.200 0.3000 42.300 0.3300 42.400 0.3900 42.500 0.4400 42.600 0.5000 42.700 0.5600 42.800 0.6200 42.900 0.6600 43.000 0.7200 43.100 0.7700 43.200 0.8400 43.300 0.9200 43.400 0.9900 43.500 1.0800 43.600 1.1600 43.700 1.2200 43.800 1.2900 43.900 1.3500 44.000 1.4500 44.100 1.5400 44.200 1.6200 44.300 1.6800 44.400 1.7600 44.500 1.8700 44.600 1.9700 44.700 2.0500 44.800 2.1000 44.900 2.1400 45.000 2.1800 45.100 2.2300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 330 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 45.200 2.2600 45.300 2.3000 45.400 2.3400 45.500 2.4100 45.600 2.4500 45.700 2.5000 45.800 2.5700 45.900 2.6300 46.000 2.6800 46.100 2.7500 46.200 2.8200 46.300 2.8700 46.400 2.9000 46.500 2.9400 46.600 2.9900 46.700 3.0200 46.800 3.0500 46.900 3.0700 47.000 3.0900 47.100 3.1100 47.200 3.1300 47.300 3.1400 47.400 3.1700 47.500 3.2000 47.600 3.2200 47.700 3.2300 47.800 3.2400 47.900 3.2400 48.000 3.2500 48.100 3.2500 ------------------------------------------------------------------------------------------ Name: NA1150 Base Flow(cfs): 0.000 Init Stage(ft): 37.720 Group: A Warn Stage(ft): 46.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 35.000 0.0100 35.200 0.0100 35.300 0.0100 35.400 0.0100 35.500 0.0200 35.600 0.0200 35.700 0.0300 35.800 0.0300 35.900 0.0400 36.000 0.0500 36.100 0.0600 36.200 0.0800 36.300 0.0900 36.400 0.0900 36.500 0.1100 36.600 0.1200 36.700 0.1400 36.800 0.1500 36.900 0.1600 37.000 0.1800 37.100 0.1900 37.200 0.2000 37.300 0.2100 37.400 0.2200 37.500 0.2200 37.600 0.2300 37.700 0.2400 37.800 0.2500 37.900 0.2600 38.000 0.2700 38.100 0.2700 38.200 0.2800 38.300 0.2900 38.400 0.3000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 331 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 38.500 0.3100 38.600 0.3100 38.700 0.3200 38.800 0.3300 38.900 0.3400 39.000 0.3500 39.100 0.3600 39.200 0.3600 39.300 0.3700 39.400 0.3800 39.500 0.4000 39.600 0.4100 39.700 0.4300 39.800 0.4400 39.900 0.4700 40.000 0.4900 40.100 0.5100 40.200 0.5400 40.300 0.5600 40.400 0.5900 40.500 0.6300 40.600 0.6700 40.700 0.7200 40.800 0.7800 40.900 0.8400 41.000 0.9000 41.100 0.9700 41.200 1.0400 41.300 1.1200 41.400 1.1900 41.500 1.2600 41.600 1.3600 41.700 1.4800 41.800 1.6500 41.900 1.8100 42.000 1.9600 42.100 2.0600 42.200 2.1100 42.300 2.1500 42.400 2.1800 42.500 2.2000 42.600 2.2300 42.700 2.2600 42.800 2.2800 42.900 2.3100 43.000 2.3300 43.100 2.3500 43.200 2.3700 43.300 2.4000 43.400 2.4200 43.500 2.4400 43.600 2.4700 43.700 2.5000 43.800 2.5200 43.900 2.5400 44.000 2.5600 44.100 2.5900 44.200 2.6100 44.300 2.6400 44.400 2.6700 44.500 2.6900 44.600 2.7200 44.700 2.7600 44.800 2.8000 44.900 2.8500 45.000 2.8900 45.100 2.9300 45.200 2.9700 45.300 3.0100 45.400 3.0500 45.500 3.1600 45.600 3.1700 45.700 3.1800 45.900 3.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 332 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.000 3.1900 46.200 3.1900 46.300 3.2000 46.400 3.2000 ------------------------------------------------------------------------------------------ Name: NA1160 Base Flow(cfs): 0.000 Init Stage(ft): 16.010 Group: A Warn Stage(ft): 38.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 15.910 0.0100 16.300 0.0100 16.400 0.0100 17.600 0.0100 17.700 0.0100 18.000 0.0100 18.100 0.0200 18.200 0.0200 18.300 0.0300 18.400 0.0400 18.500 0.0500 18.600 0.0600 18.700 0.0700 18.800 0.0900 18.900 0.1100 19.000 0.1300 19.100 0.1700 19.200 0.2000 19.300 0.2200 19.400 0.2500 19.500 0.2900 19.600 0.3200 19.700 0.3400 19.800 0.3900 19.900 0.4600 20.000 0.5300 20.100 0.5900 20.200 0.6600 20.300 0.7200 20.400 0.7900 20.500 0.8500 20.600 0.9300 20.700 1.0000 20.800 1.0600 20.900 1.1300 21.000 1.2000 21.100 1.2700 21.200 1.3300 21.300 1.3900 21.400 1.4400 21.500 1.4800 21.600 1.5200 21.700 1.5500 21.800 1.5800 21.900 1.6200 22.000 1.6500 22.100 1.6900 22.200 1.7200 22.300 1.7700 22.400 1.8300 22.500 1.8900 22.600 1.9500 22.700 2.0100 22.800 2.0600 22.900 2.1100 23.000 2.1700 23.100 2.2200 23.200 2.2700 23.300 2.3400 23.400 2.4100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 333 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.500 2.4800 23.600 2.5300 23.700 2.5500 23.800 2.5800 23.900 2.6100 24.000 2.6300 24.100 2.6600 24.200 2.6800 24.300 2.7100 24.400 2.7500 24.500 2.8000 24.600 2.8700 24.700 2.9600 24.800 3.0200 24.900 3.0900 25.000 3.1600 25.100 3.2100 25.200 3.2400 25.300 3.2600 25.400 3.2700 25.500 3.2900 25.600 3.3000 25.700 3.3200 25.800 3.3400 25.900 3.3600 26.000 3.3900 26.100 3.4100 26.200 3.4300 26.300 3.4400 26.400 3.4500 26.500 3.4700 26.600 3.4800 26.700 3.5000 26.800 3.5100 26.900 3.5300 27.000 3.5400 27.100 3.5600 27.200 3.5700 27.300 3.5800 27.400 3.5900 27.500 3.6000 27.600 3.6200 27.700 3.6300 27.800 3.6400 27.900 3.6600 28.000 3.7000 28.100 3.7200 28.200 3.7400 28.300 3.7600 28.400 3.7800 28.500 3.8000 28.600 3.8200 28.700 3.8400 28.800 3.8600 28.900 3.8800 29.000 3.9200 29.100 3.9500 29.200 4.0100 29.300 4.0600 29.400 4.0800 29.500 4.0900 29.600 4.1100 29.700 4.1300 29.800 4.1400 29.900 4.1500 30.000 4.1700 30.100 4.2000 30.200 4.2300 30.300 4.2500 30.400 4.2700 30.500 4.2900 30.600 4.3000 30.700 4.3100 30.800 4.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 334 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.900 4.3500 31.000 4.3700 31.100 4.4000 31.200 4.4100 31.300 4.4200 31.400 4.4300 31.500 4.4400 31.600 4.4500 31.700 4.4600 31.800 4.4700 31.900 4.4800 32.000 4.4800 32.100 4.4900 32.200 4.5000 32.300 4.5100 32.400 4.5100 32.500 4.5200 32.600 4.5300 32.700 4.5300 32.800 4.5400 32.900 4.5500 33.000 4.5600 33.100 4.5600 33.200 4.5700 33.300 4.5700 33.400 4.5800 33.500 4.5800 33.600 4.5900 33.700 4.5900 33.800 4.6000 33.900 4.6000 34.000 4.6100 34.100 4.6200 34.200 4.6300 34.300 4.6300 34.400 4.6400 34.500 4.6500 34.600 4.6500 34.700 4.6600 34.800 4.6700 34.900 4.6800 35.000 4.6800 35.100 4.6900 35.200 4.7100 35.300 4.7200 35.400 4.7300 35.500 4.7500 35.600 4.7700 35.700 4.7900 35.800 4.8200 35.900 4.8500 36.000 4.9000 36.100 4.9800 36.200 5.0500 36.300 5.0900 36.400 5.1200 36.500 5.1300 36.600 5.1400 36.700 5.1500 36.800 5.1500 36.900 5.1600 37.000 5.1600 37.100 5.1700 37.400 5.1700 37.500 5.1800 37.900 5.1800 38.000 5.1900 38.600 5.1900 ------------------------------------------------------------------------------------------ Name: NA1170 Base Flow(cfs): 0.000 Init Stage(ft): 28.200 Group: A Warn Stage(ft): 47.000 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 335 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 28.200 0.0100 28.400 0.0100 28.500 0.0100 28.600 0.0200 28.700 0.0300 28.800 0.0400 28.900 0.0500 29.000 0.0500 29.100 0.0600 29.200 0.0700 29.300 0.0700 29.400 0.0800 29.500 0.0800 29.600 0.0900 29.700 0.1000 29.800 0.1100 30.000 0.1100 30.100 0.1200 30.200 0.1200 30.300 0.1300 30.400 0.1300 30.500 0.1400 30.700 0.1400 30.800 0.1500 30.900 0.1500 31.000 0.1600 31.200 0.1600 31.300 0.1700 31.400 0.1700 31.500 0.1800 31.600 0.1900 31.700 0.1900 31.800 0.2000 31.900 0.2100 32.000 0.2200 32.100 0.2300 32.200 0.2400 32.400 0.2400 32.500 0.2500 32.600 0.2600 32.700 0.2700 32.800 0.2800 32.900 0.2900 33.000 0.3100 33.100 0.3200 33.200 0.3300 33.300 0.3300 33.400 0.3500 33.500 0.3500 33.600 0.3700 33.700 0.3800 33.800 0.3900 33.900 0.4000 34.000 0.4100 34.100 0.4200 34.200 0.4300 34.300 0.4400 34.400 0.4500 34.500 0.4600 34.600 0.4700 34.700 0.4900 34.800 0.5000 34.900 0.5100 35.000 0.5100 35.100 0.5300 35.200 0.5400 35.300 0.5500 35.400 0.5600 35.500 0.5800 35.600 0.5900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 336 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.700 0.6000 35.800 0.6100 35.900 0.6100 36.000 0.6200 36.100 0.6300 36.200 0.6400 36.300 0.6400 36.400 0.6500 36.600 0.6500 36.700 0.6600 36.800 0.6700 36.900 0.6700 37.000 0.6800 37.200 0.6800 37.300 0.6900 37.500 0.6900 37.600 0.7000 37.800 0.7000 37.900 0.7100 38.100 0.7100 38.200 0.7200 38.300 0.7200 38.400 0.7300 38.500 0.7300 38.600 0.7400 38.700 0.7400 38.800 0.7500 38.900 0.7600 39.000 0.7700 39.100 0.7700 39.200 0.7800 39.300 0.8000 39.400 0.8000 39.500 0.8200 39.600 0.8300 39.700 0.8400 39.800 0.8400 39.900 0.8500 40.000 0.8600 40.100 0.8800 40.200 0.9000 40.300 0.9200 40.400 0.9500 40.500 0.9700 40.600 0.9800 40.700 1.0000 40.800 1.0200 40.900 1.0400 41.000 1.0700 41.100 1.1100 41.200 1.1300 41.300 1.1500 41.400 1.1700 41.500 1.1900 41.600 1.2000 41.700 1.2200 41.800 1.2500 41.900 1.3100 42.000 1.3700 42.100 1.4300 42.200 1.4700 42.300 1.5000 42.400 1.5200 42.500 1.5500 42.600 1.5800 42.700 1.6100 42.800 1.6400 42.900 1.6700 43.000 1.7000 43.100 1.7300 43.200 1.7700 43.300 1.8200 43.400 1.8800 43.500 1.9400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 337 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 43.600 2.0000 43.700 2.0500 43.800 2.1000 43.900 2.1700 44.000 2.2400 44.100 2.3400 44.200 2.4400 44.300 2.5500 44.400 2.6700 44.500 2.7800 44.600 2.9000 44.700 3.0100 44.800 3.1100 44.900 3.2400 45.000 3.4200 45.100 3.6700 45.200 4.0000 45.300 4.4900 45.400 4.7900 45.500 5.0900 45.600 5.1600 45.700 5.1900 45.800 5.2000 45.900 5.2200 46.000 5.2300 46.100 5.2400 46.200 5.2500 46.300 5.2600 46.400 5.2800 46.500 5.2900 46.600 5.2900 46.700 5.3000 47.000 5.3000 ------------------------------------------------------------------------------------------ Name: NA1180 Base Flow(cfs): 0.000 Init Stage(ft): 9.070 Group: A Warn Stage(ft): 22.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 8.970 0.0100 9.700 0.0100 9.800 0.0100 10.800 0.0100 10.900 0.0100 11.300 0.0100 11.400 0.0200 11.900 0.0200 12.000 0.0300 12.200 0.0300 12.300 0.0400 12.600 0.0400 12.700 0.0500 12.900 0.0500 13.000 0.0600 13.100 0.0600 13.200 0.0700 13.300 0.0700 13.400 0.0800 13.600 0.0800 13.700 0.0900 13.800 0.1000 13.900 0.1000 14.000 0.1100 14.100 0.1200 14.200 0.1300 14.300 0.1300 14.400 0.1500 14.500 0.1600 14.600 0.1800 14.700 0.2000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 338 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 14.800 0.2200 14.900 0.2400 15.000 0.2600 15.100 0.2800 15.200 0.3200 15.300 0.3600 15.400 0.4100 15.500 0.4700 15.600 0.5300 15.700 0.5800 15.800 0.6200 15.900 0.6600 16.000 0.7000 16.100 0.7200 16.200 0.7500 16.300 0.7800 16.400 0.8100 16.500 0.8500 16.600 0.8900 16.700 0.9300 16.800 0.9800 16.900 1.0300 17.000 1.0700 17.100 1.1100 17.200 1.1500 17.300 1.1800 17.400 1.2100 17.500 1.2400 17.600 1.2600 17.700 1.2800 17.800 1.3000 17.900 1.3100 18.000 1.3100 18.100 1.3200 18.200 1.3300 18.300 1.3400 18.400 1.3500 18.500 1.3500 18.600 1.3600 18.700 1.3700 18.800 1.3800 18.900 1.3800 19.000 1.3900 19.100 1.3900 19.200 1.4000 19.300 1.4100 19.400 1.4200 19.500 1.4300 19.600 1.4300 19.700 1.4400 19.800 1.4500 19.900 1.4600 20.000 1.4700 20.100 1.4800 20.200 1.4800 20.300 1.5000 20.400 1.5000 20.500 1.5100 20.600 1.5200 20.700 1.5300 20.800 1.5300 20.900 1.5400 21.000 1.5500 21.100 1.5500 21.200 1.5600 21.300 1.5600 21.400 1.5700 21.500 1.5700 21.600 1.5800 21.800 1.5800 21.900 1.5900 22.000 1.6000 22.100 1.6000 22.200 1.6100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 339 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.300 1.6200 22.400 1.6400 22.500 1.6500 22.600 1.6700 22.700 1.6800 22.800 1.6900 ------------------------------------------------------------------------------------------ Name: NA1190 Base Flow(cfs): 0.000 Init Stage(ft): 11.440 Group: A Warn Stage(ft): 59.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 11.340 0.0100 12.900 0.0100 13.000 0.0100 13.400 0.0100 13.500 0.0100 15.800 0.0100 15.900 0.0200 17.100 0.0200 17.200 0.0300 17.700 0.0300 17.800 0.0400 17.900 0.0400 18.000 0.0500 18.200 0.0500 18.300 0.0600 18.400 0.0700 18.500 0.0800 18.600 0.0900 18.700 0.1200 18.800 0.1700 18.900 0.2400 19.000 0.3300 19.100 0.4500 19.200 0.5500 19.300 0.6800 19.400 0.8200 19.500 0.9600 19.600 1.0700 19.700 1.2100 19.800 1.3100 19.900 1.4400 20.000 1.5500 20.100 1.6700 20.200 1.8000 20.300 1.9400 20.400 2.0800 20.500 2.2100 20.600 2.3300 20.700 2.4500 20.800 2.5600 20.900 2.6700 21.000 2.7900 21.100 2.9000 21.200 3.0200 21.300 3.1300 21.400 3.2300 21.500 3.3300 21.600 3.4300 21.700 3.5300 21.800 3.6100 21.900 3.7000 22.000 3.7700 22.100 3.8400 22.200 3.9100 22.300 3.9900 22.400 4.0600 22.500 4.1100 22.600 4.1700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 340 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.700 4.2200 22.800 4.2700 22.900 4.3100 23.000 4.3600 23.100 4.4000 23.200 4.4500 23.300 4.5000 23.400 4.5600 23.500 4.6300 23.600 4.6800 23.700 4.7400 23.800 4.7900 23.900 4.8500 24.000 4.9100 24.100 4.9500 24.200 5.0000 24.300 5.0500 24.400 5.1000 24.500 5.1600 24.600 5.2200 24.700 5.2700 24.800 5.3500 24.900 5.4200 25.000 5.4900 25.100 5.5600 25.200 5.6400 25.300 5.7100 25.400 5.7700 25.500 5.8300 25.600 5.8900 25.700 5.9300 25.800 5.9800 25.900 6.0400 26.000 6.1000 26.100 6.1500 26.200 6.2100 26.300 6.2800 26.400 6.3400 26.500 6.4100 26.600 6.4700 26.700 6.5200 26.800 6.5800 26.900 6.6400 27.000 6.6900 27.100 6.7600 27.200 6.8100 27.300 6.8600 27.400 6.9300 27.500 7.0300 27.600 7.1200 27.700 7.2000 27.800 7.2700 27.900 7.3600 28.000 7.4500 28.100 7.5200 28.200 7.5800 28.300 7.6600 28.400 7.7400 28.500 7.8100 28.600 7.8700 28.700 7.9400 28.800 8.0200 28.900 8.0800 29.000 8.1700 29.100 8.2700 29.200 8.3500 29.300 8.4400 29.400 8.5200 29.500 8.6000 29.600 8.6700 29.700 8.7400 29.800 8.7900 29.900 8.8600 30.000 8.9200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 341 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.100 8.9700 30.200 9.0300 30.300 9.0800 30.400 9.1300 30.500 9.1800 30.600 9.2200 30.700 9.2800 30.800 9.3200 30.900 9.3800 31.000 9.4200 31.100 9.4500 31.200 9.4900 31.300 9.5200 31.400 9.5600 31.500 9.6000 31.600 9.6500 31.700 9.7000 31.800 9.7400 31.900 9.8000 32.000 9.8700 32.100 9.9500 32.200 10.0300 32.300 10.1000 32.400 10.1600 32.500 10.2200 32.600 10.2900 32.700 10.3600 32.800 10.4300 32.900 10.4900 33.000 10.5600 33.100 10.6200 33.200 10.7000 33.300 10.8000 33.400 10.8900 33.500 10.9900 33.600 11.0800 33.700 11.1600 33.800 11.2400 33.900 11.3300 34.000 11.4200 34.100 11.5000 34.200 11.5600 34.300 11.6300 34.400 11.7100 34.500 11.7800 34.600 11.8800 34.700 11.9900 34.800 12.0900 34.900 12.1900 35.000 12.2600 35.100 12.3100 35.200 12.3600 35.300 12.4200 35.400 12.4900 35.500 12.5600 35.600 12.6300 35.700 12.7000 35.800 12.7800 35.900 12.8500 36.000 12.9000 36.100 12.9600 36.200 13.0000 36.300 13.0600 36.400 13.1200 36.500 13.1900 36.600 13.2700 36.700 13.3300 36.800 13.4000 36.900 13.4700 37.000 13.5500 37.100 13.6200 37.200 13.7000 37.300 13.7800 37.400 13.8600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 342 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.500 13.9500 37.600 14.0300 37.700 14.1100 37.800 14.2100 37.900 14.2700 38.000 14.3300 38.100 14.3700 38.200 14.4100 38.300 14.4700 38.400 14.5300 38.500 14.6000 38.600 14.6700 38.700 14.7300 38.800 14.8100 38.900 14.8700 39.000 14.9300 39.100 14.9800 39.200 15.0300 39.300 15.0900 39.400 15.1400 39.500 15.1900 39.600 15.2500 39.700 15.3400 39.800 15.4100 39.900 15.4900 40.000 15.5500 40.100 15.6100 40.200 15.6800 40.300 15.7700 40.400 15.8600 40.500 15.9500 40.600 16.0400 40.700 16.1700 40.800 16.2800 40.900 16.3500 41.000 16.4400 41.100 16.5200 41.200 16.5900 41.300 16.6400 41.400 16.7000 41.500 16.7600 41.600 16.8300 41.700 16.9100 41.800 16.9800 41.900 17.0700 42.000 17.1400 42.100 17.2100 42.200 17.2800 42.300 17.3600 42.400 17.4300 42.500 17.5100 42.600 17.6000 42.700 17.6700 42.800 17.7300 42.900 17.8000 43.000 17.8700 43.100 17.9400 43.200 18.0100 43.300 18.1000 43.400 18.1800 43.500 18.2600 43.600 18.3400 43.700 18.4100 43.800 18.4900 43.900 18.5800 44.000 18.6800 44.100 18.7600 44.200 18.8200 44.300 18.9000 44.400 18.9700 44.500 19.0400 44.600 19.1200 44.700 19.2000 44.800 19.3000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 343 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 44.900 19.4300 45.000 19.5300 45.100 19.6200 45.200 19.7300 45.300 19.8200 45.400 19.9000 45.500 19.9700 45.600 20.0600 45.700 20.1400 45.800 20.2200 45.900 20.3100 46.000 20.4400 46.100 20.5400 46.200 20.6500 46.300 20.7600 46.400 20.8700 46.500 20.9900 46.600 21.1100 46.700 21.2000 46.800 21.3000 46.900 21.4100 47.000 21.5400 47.100 21.6700 47.200 21.8000 47.300 21.9300 47.400 22.0600 47.500 22.1800 47.600 22.2800 47.700 22.3700 47.800 22.4400 47.900 22.5100 48.000 22.5800 48.100 22.6500 48.200 22.7100 48.300 22.7600 48.400 22.8100 48.500 22.8600 48.600 22.9200 48.700 22.9700 48.800 23.0200 48.900 23.0600 49.000 23.1200 49.100 23.1700 49.200 23.2300 49.300 23.2900 49.400 23.3500 49.500 23.4100 49.600 23.4600 49.700 23.5100 49.800 23.5800 49.900 23.6500 50.000 23.7200 50.100 23.7900 50.200 23.8600 50.300 23.9200 50.400 24.0000 50.500 24.0800 50.600 24.1600 50.700 24.2200 50.800 24.2700 50.900 24.3200 51.000 24.3800 51.100 24.4500 51.200 24.5200 51.300 24.5800 51.400 24.6400 51.500 24.7100 51.600 24.7900 51.700 24.8600 51.800 24.9400 51.900 25.0300 52.000 25.0900 52.100 25.1500 52.200 25.2000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 344 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.300 25.2400 52.400 25.2900 52.500 25.3300 52.600 25.3900 52.700 25.4400 52.800 25.5000 52.900 25.5600 53.000 25.6100 53.100 25.6600 53.200 25.7100 53.300 25.7700 53.400 25.8100 53.500 25.8500 53.600 25.8800 53.700 25.9200 53.800 25.9600 53.900 26.0100 54.000 26.0600 54.100 26.1100 54.200 26.1400 54.300 26.1800 54.400 26.2100 54.500 26.2800 54.600 26.3200 54.700 26.3500 54.800 26.3900 54.900 26.4400 55.000 26.4700 55.100 26.5200 55.200 26.5800 55.300 26.6400 55.400 26.6900 55.500 26.7300 55.600 26.7500 55.700 26.7800 55.800 26.8100 55.900 26.8400 56.000 26.8700 56.100 26.9000 56.200 26.9500 56.300 26.9900 56.400 27.0400 56.500 27.0900 56.600 27.1600 56.700 27.2000 56.800 27.2600 56.900 27.3000 57.000 27.3400 57.100 27.3700 57.200 27.3900 57.300 27.4100 57.400 27.4300 57.500 27.4500 57.600 27.4600 57.700 27.4700 59.200 27.4700 ------------------------------------------------------------------------------------------ Name: NA1200 Base Flow(cfs): 0.000 Init Stage(ft): 17.000 Group: A Warn Stage(ft): 44.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.900 0.0100 17.900 0.0100 18.000 0.0100 18.400 0.0100 18.500 0.0100 18.700 0.0100 18.800 0.0200 18.900 0.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 345 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 19.000 0.0400 19.100 0.0500 19.200 0.0700 19.300 0.0900 19.400 0.1100 19.500 0.1300 19.600 0.1700 19.700 0.2000 19.800 0.2500 19.900 0.2900 20.000 0.3300 20.100 0.3800 20.200 0.4300 20.300 0.4700 20.400 0.5300 20.500 0.6000 20.600 0.6600 20.700 0.7200 20.800 0.7900 20.900 0.8600 21.000 0.9500 21.100 1.0300 21.200 1.1000 21.300 1.1600 21.400 1.2300 21.500 1.3000 21.600 1.3600 21.700 1.4200 21.800 1.4800 21.900 1.5400 22.000 1.6000 22.100 1.6900 22.200 1.7800 22.300 1.8700 22.400 1.9600 22.500 2.0600 22.600 2.1700 22.700 2.2700 22.800 2.3400 22.900 2.4100 23.000 2.4800 23.100 2.5500 23.200 2.6000 23.300 2.6600 23.400 2.7100 23.500 2.7500 23.600 2.8000 23.700 2.8500 23.800 2.8900 23.900 2.9400 24.000 2.9900 24.100 3.0600 24.200 3.1300 24.300 3.2100 24.400 3.2800 24.500 3.3500 24.600 3.4000 24.700 3.4500 24.800 3.5100 24.900 3.5800 25.000 3.6200 25.100 3.6600 25.200 3.7100 25.300 3.7600 25.400 3.8100 25.500 3.8600 25.600 3.9000 25.700 3.9700 25.800 4.0400 25.900 4.1000 26.000 4.1500 26.100 4.2100 26.200 4.2800 26.300 4.3500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 346 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.400 4.4200 26.500 4.4900 26.600 4.5500 26.700 4.6000 26.800 4.6600 26.900 4.7200 27.000 4.7900 27.100 4.8500 27.200 4.9000 27.300 4.9600 27.400 5.0100 27.500 5.0600 27.600 5.1100 27.700 5.1600 27.800 5.2000 27.900 5.2500 28.000 5.3100 28.100 5.3600 28.200 5.4000 28.300 5.4700 28.400 5.5100 28.500 5.5600 28.600 5.6200 28.700 5.6800 28.800 5.7300 28.900 5.7800 29.000 5.8400 29.100 5.8900 29.200 5.9500 29.300 5.9900 29.400 6.0500 29.500 6.1300 29.600 6.2000 29.700 6.2700 29.800 6.3500 29.900 6.4200 30.000 6.5200 30.100 6.6100 30.200 6.7100 30.300 6.8100 30.400 6.8900 30.500 6.9600 30.600 7.0100 30.700 7.0800 30.800 7.1500 30.900 7.2200 31.000 7.2900 31.100 7.3400 31.200 7.4000 31.300 7.4500 31.400 7.4900 31.500 7.5400 31.600 7.5800 31.700 7.6200 31.800 7.6600 31.900 7.7000 32.000 7.7400 32.100 7.7800 32.200 7.8200 32.300 7.8500 32.400 7.8800 32.500 7.9100 32.600 7.9400 32.700 7.9700 32.800 7.9900 32.900 8.0200 33.000 8.0500 33.100 8.0700 33.200 8.0900 33.300 8.1300 33.400 8.1700 33.500 8.2000 33.600 8.2400 33.700 8.2700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 347 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.800 8.2900 33.900 8.3200 34.000 8.3500 34.100 8.3800 34.200 8.4200 34.300 8.4500 34.400 8.4900 34.500 8.5200 34.600 8.5500 34.700 8.5900 34.800 8.6200 34.900 8.6400 35.000 8.6700 35.100 8.7000 35.200 8.7400 35.300 8.7800 35.400 8.8100 35.500 8.8400 35.600 8.8800 35.700 8.9000 35.800 8.9300 35.900 8.9700 36.000 9.0000 36.100 9.0400 36.200 9.0600 36.300 9.0900 36.400 9.1200 36.500 9.1400 36.600 9.1700 36.700 9.1800 36.800 9.2000 36.900 9.2200 37.000 9.2400 37.100 9.2600 37.200 9.2700 37.300 9.2900 37.400 9.3100 37.500 9.3300 37.600 9.3400 37.700 9.3600 37.800 9.3800 37.900 9.4000 38.000 9.4200 38.100 9.4300 38.200 9.4400 38.300 9.4600 38.400 9.4800 38.500 9.5000 38.600 9.5300 38.700 9.5600 38.800 9.6000 38.900 9.6300 39.000 9.6700 39.100 9.7100 39.200 9.7400 39.300 9.7900 39.400 9.8200 39.500 9.8300 39.600 9.8600 39.700 9.8800 39.800 9.9000 39.900 9.9100 40.000 9.9300 40.100 9.9400 40.200 9.9600 40.300 9.9700 40.400 9.9800 40.500 9.9900 40.600 10.0100 40.700 10.0300 40.800 10.0400 40.900 10.0500 41.000 10.0700 41.100 10.0900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 348 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 41.200 10.1100 41.300 10.1400 41.400 10.1500 41.500 10.1600 41.600 10.1800 41.700 10.2000 41.800 10.2100 41.900 10.2400 42.000 10.2700 42.100 10.3100 42.200 10.3500 42.300 10.3900 42.400 10.4200 42.500 10.4500 42.600 10.4700 42.700 10.4900 42.800 10.5000 42.900 10.5200 43.000 10.5300 43.100 10.5500 44.900 10.5500 ------------------------------------------------------------------------------------------ Name: NA1210 Base Flow(cfs): 0.000 Init Stage(ft): 16.850 Group: A Warn Stage(ft): 53.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.600 0.0100 17.700 0.0100 17.800 0.0100 18.700 0.0100 18.800 0.0200 19.100 0.0200 19.200 0.0400 19.300 0.0600 19.400 0.1200 19.500 0.2500 19.600 0.4100 19.700 0.5800 19.800 0.7500 19.900 0.9000 20.000 1.0300 20.100 1.1700 20.200 1.2900 20.300 1.4200 20.400 1.5400 20.500 1.6500 20.600 1.7600 20.700 1.8600 20.800 1.9500 20.900 2.0700 21.000 2.1800 21.100 2.2700 21.200 2.3600 21.300 2.4400 21.400 2.5200 21.500 2.6100 21.600 2.6900 21.700 2.7700 21.800 2.8600 21.900 2.9400 22.000 3.0000 22.100 3.0600 22.200 3.1300 22.300 3.2000 22.400 3.2500 22.500 3.3000 22.600 3.3400 22.700 3.3900 22.800 3.4300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 349 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.900 3.4900 23.000 3.5400 23.100 3.5800 23.200 3.6300 23.300 3.6900 23.400 3.7300 23.500 3.7700 23.600 3.8200 23.700 3.8700 23.800 3.9000 23.900 3.9400 24.000 3.9700 24.100 4.0000 24.200 4.0300 24.300 4.0700 24.400 4.0900 24.500 4.1100 24.600 4.1300 24.700 4.1500 24.800 4.1700 24.900 4.1900 25.000 4.2100 25.100 4.2200 25.200 4.2400 25.300 4.2600 25.400 4.2900 25.500 4.3200 25.600 4.3500 25.700 4.3900 25.800 4.4300 25.900 4.4700 26.000 4.5100 26.100 4.5600 26.200 4.6000 26.300 4.6500 26.400 4.6800 26.500 4.7100 26.600 4.7300 26.700 4.7400 26.800 4.7500 26.900 4.7700 27.000 4.7700 27.100 4.7900 27.200 4.8000 27.300 4.8100 27.400 4.8200 27.500 4.8200 27.600 4.8300 27.700 4.8400 27.800 4.8500 27.900 4.8600 28.000 4.8700 28.100 4.8800 28.200 4.8900 28.300 4.9100 28.400 4.9200 28.500 4.9300 28.600 4.9400 28.700 4.9600 28.800 4.9800 28.900 5.0100 29.000 5.0400 29.100 5.0600 29.200 5.0800 29.300 5.0900 29.400 5.1100 29.500 5.1200 29.600 5.1400 29.700 5.1600 29.800 5.1900 29.900 5.2000 30.000 5.2200 30.100 5.2300 30.200 5.2300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 350 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.300 5.2400 30.400 5.2500 30.500 5.2500 30.600 5.2600 30.700 5.2700 30.800 5.2700 30.900 5.2800 31.000 5.2900 31.200 5.2900 31.300 5.3000 31.400 5.3100 31.500 5.3200 31.600 5.3300 31.700 5.3400 31.800 5.3500 31.900 5.3600 32.000 5.3700 32.100 5.3800 32.200 5.3900 32.300 5.4000 32.400 5.4100 32.500 5.4200 32.600 5.4200 32.700 5.4300 32.800 5.4400 32.900 5.4400 33.000 5.4500 33.100 5.4500 33.200 5.4600 33.300 5.4600 33.400 5.4700 33.500 5.4800 33.600 5.4800 33.700 5.4900 33.800 5.5000 33.900 5.5000 34.000 5.5100 34.100 5.5200 34.200 5.5300 34.300 5.5300 34.400 5.5400 34.500 5.5500 34.600 5.5600 34.700 5.5700 34.800 5.5800 34.900 5.5900 35.000 5.6000 35.100 5.6100 35.200 5.6200 35.300 5.6300 35.400 5.6500 35.500 5.6600 35.600 5.6700 35.700 5.6800 35.800 5.7000 35.900 5.7100 36.000 5.7200 36.100 5.7400 36.200 5.7700 36.300 5.8000 36.400 5.8200 36.500 5.8300 36.600 5.8500 36.700 5.8500 36.800 5.8600 36.900 5.8700 37.000 5.8800 37.100 5.8900 37.200 5.8900 37.300 5.9100 37.400 5.9100 37.500 5.9300 37.600 5.9500 37.700 5.9600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 351 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.800 5.9700 37.900 5.9800 38.000 5.9900 38.100 6.0000 38.200 6.0100 38.300 6.0200 38.400 6.0300 38.500 6.0400 38.600 6.0400 38.700 6.0500 38.800 6.0600 38.900 6.0600 39.000 6.0700 39.100 6.0700 39.200 6.0800 39.300 6.0900 39.400 6.0900 39.500 6.1000 39.600 6.1100 39.800 6.1100 39.900 6.1200 40.100 6.1200 40.200 6.1300 40.500 6.1300 40.600 6.1400 40.700 6.1400 40.800 6.1500 41.000 6.1500 41.100 6.1600 41.300 6.1600 41.400 6.1700 41.500 6.1800 41.700 6.1800 41.800 6.1900 41.900 6.2000 42.000 6.2100 42.100 6.2200 42.200 6.2300 42.300 6.2400 42.400 6.2500 42.500 6.2500 42.600 6.2600 42.700 6.2600 42.800 6.2700 42.900 6.2700 43.000 6.2800 43.200 6.2800 43.300 6.2900 43.400 6.2900 43.500 6.3000 43.600 6.3000 43.700 6.3100 43.800 6.3100 43.900 6.3200 44.000 6.3300 44.100 6.3400 44.200 6.3500 44.300 6.3500 44.400 6.3600 44.500 6.3700 44.600 6.3800 44.700 6.3800 44.800 6.3900 44.900 6.4000 45.000 6.4000 45.100 6.4100 45.200 6.4200 45.300 6.4300 45.400 6.4400 45.500 6.4500 45.600 6.4600 45.700 6.4600 45.800 6.4700 45.900 6.4800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 352 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.000 6.4900 46.100 6.4900 46.200 6.5100 46.300 6.5200 46.400 6.5300 46.500 6.5400 46.600 6.5500 46.700 6.5700 46.800 6.5800 46.900 6.5900 47.000 6.6000 47.100 6.6200 47.200 6.6300 47.300 6.6400 47.400 6.6600 47.500 6.6700 47.600 6.6800 47.700 6.7000 47.800 6.7100 47.900 6.7200 48.000 6.7300 48.100 6.7400 48.200 6.7500 48.300 6.7500 48.400 6.7700 48.500 6.7800 48.600 6.7800 48.700 6.7900 48.800 6.8100 48.900 6.8200 49.000 6.8300 49.100 6.8400 49.200 6.8600 49.300 6.8700 49.400 6.8800 49.500 6.8900 49.600 6.9100 49.700 6.9200 49.800 6.9300 49.900 6.9400 50.000 6.9600 50.100 6.9700 50.200 6.9900 50.300 7.0000 50.400 7.0200 50.500 7.0400 50.600 7.0600 50.700 7.0800 50.800 7.1000 50.900 7.1100 51.000 7.1200 51.100 7.1300 51.200 7.1500 51.300 7.1700 51.400 7.1900 51.500 7.2200 51.600 7.2400 51.700 7.2600 51.800 7.2800 51.900 7.3100 52.000 7.3400 52.100 7.3700 52.200 7.3900 52.300 7.4300 52.400 7.4600 52.500 7.4900 52.600 7.5200 52.700 7.5500 52.800 7.5700 52.900 7.5900 53.500 7.5900 ------------------------------------------------------------------------------------------ Name: NA1220 Base Flow(cfs): 0.000 Init Stage(ft): 18.210 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 353 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Warn Stage(ft): 64.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.110 0.0100 19.900 0.0100 20.000 0.0100 20.200 0.0100 20.300 0.0100 20.400 0.0100 20.500 0.0200 20.600 0.0300 20.700 0.0400 20.800 0.0500 20.900 0.0600 21.000 0.0800 21.100 0.1000 21.200 0.1100 21.300 0.1400 21.400 0.1700 21.500 0.2100 21.600 0.2600 21.700 0.3100 21.800 0.3700 21.900 0.4300 22.000 0.5100 22.100 0.5900 22.200 0.6900 22.300 0.7700 22.400 0.8600 22.500 0.9500 22.600 1.0400 22.700 1.1400 22.800 1.2400 22.900 1.3100 23.000 1.3800 23.100 1.4600 23.200 1.5700 23.300 1.6600 23.400 1.7500 23.500 1.8600 23.600 1.9700 23.700 2.0800 23.800 2.1700 23.900 2.2400 24.000 2.3100 24.100 2.3900 24.200 2.4800 24.300 2.5600 24.400 2.6300 24.500 2.6600 24.600 2.7000 24.700 2.7500 24.800 2.8100 24.900 2.8700 25.000 2.9200 25.100 2.9600 25.200 3.0000 25.300 3.0400 25.400 3.0800 25.500 3.1400 25.600 3.1900 25.700 3.2200 25.800 3.2500 25.900 3.2900 26.000 3.3200 26.100 3.3600 26.200 3.3900 26.300 3.4200 26.400 3.4600 26.500 3.5100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 354 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.600 3.5600 26.700 3.6200 26.800 3.6600 26.900 3.7000 27.000 3.7400 27.100 3.7800 27.200 3.8100 27.300 3.8400 27.400 3.8700 27.500 3.9000 27.600 3.9400 27.700 3.9700 27.800 4.0100 27.900 4.0700 28.000 4.1100 28.100 4.1500 28.200 4.1900 28.300 4.2100 28.400 4.2300 28.500 4.2500 28.600 4.2700 28.700 4.3000 28.800 4.3400 28.900 4.3700 29.000 4.4000 29.100 4.4300 29.200 4.4600 29.300 4.4800 29.400 4.5000 29.500 4.5200 29.600 4.5600 29.700 4.5800 29.800 4.6000 29.900 4.6200 30.000 4.6400 30.100 4.6500 30.200 4.6800 30.300 4.7000 30.400 4.7100 30.500 4.7400 30.600 4.7600 30.700 4.8000 30.800 4.8300 30.900 4.8600 31.000 4.8900 31.100 4.9100 31.200 4.9300 31.300 4.9500 31.400 4.9800 31.500 5.0000 31.600 5.0300 31.700 5.0500 31.800 5.0800 31.900 5.1100 32.000 5.1300 32.100 5.1700 32.200 5.2100 32.300 5.2300 32.400 5.2600 32.500 5.2800 32.600 5.3100 32.700 5.3400 32.800 5.3700 32.900 5.3900 33.000 5.4100 33.100 5.4300 33.200 5.4400 33.300 5.4500 33.400 5.4700 33.500 5.4800 33.600 5.5000 33.700 5.5200 33.800 5.5400 33.900 5.5600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 355 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.000 5.5700 34.100 5.5800 34.200 5.6000 34.300 5.6300 34.400 5.6500 34.500 5.6800 34.600 5.7100 34.700 5.7400 34.800 5.7500 34.900 5.7800 35.000 5.8100 35.100 5.8300 35.200 5.8600 35.300 5.8900 35.400 5.9300 35.500 5.9500 35.600 5.9800 35.700 6.0100 35.800 6.0200 35.900 6.0400 36.000 6.0500 36.100 6.0700 36.200 6.0900 36.300 6.1100 36.400 6.1200 36.500 6.1300 36.600 6.1500 36.700 6.1700 36.800 6.1800 36.900 6.2000 37.000 6.2200 37.100 6.2500 37.200 6.2700 37.300 6.3000 37.400 6.3300 37.500 6.3600 37.600 6.3900 37.700 6.4200 37.800 6.4500 37.900 6.4900 38.000 6.5300 38.100 6.5600 38.200 6.5900 38.300 6.6000 38.400 6.6200 38.500 6.6500 38.600 6.6600 38.700 6.6800 38.800 6.7000 38.900 6.7200 39.000 6.7500 39.100 6.7700 39.200 6.7900 39.300 6.8100 39.400 6.8300 39.500 6.8500 39.600 6.8600 39.700 6.8800 39.800 6.9000 39.900 6.9200 40.000 6.9300 40.100 6.9600 40.200 6.9700 40.300 7.0000 40.400 7.0200 40.500 7.0500 40.600 7.0800 40.700 7.1300 40.800 7.1600 40.900 7.1800 41.000 7.2100 41.100 7.2300 41.200 7.2600 41.300 7.2800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 356 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 41.400 7.3000 41.500 7.3200 41.600 7.3400 41.700 7.3700 41.800 7.3900 41.900 7.4200 42.000 7.4600 42.100 7.5200 42.200 7.5700 42.300 7.6100 42.400 7.6500 42.500 7.6800 42.600 7.7100 42.700 7.7400 42.800 7.7700 42.900 7.7900 43.000 7.8200 43.100 7.8500 43.200 7.8800 43.300 7.9000 43.400 7.9400 43.500 7.9800 43.600 8.0100 43.700 8.0400 43.800 8.0700 43.900 8.1000 44.000 8.1400 44.100 8.1900 44.200 8.2400 44.300 8.2900 44.400 8.3500 44.500 8.4000 44.600 8.4400 44.700 8.4900 44.800 8.5400 44.900 8.5800 45.000 8.6300 45.100 8.6900 45.200 8.7400 45.300 8.7900 45.400 8.8300 45.500 8.8600 45.600 8.9000 45.700 8.9300 45.800 8.9700 45.900 9.0100 46.000 9.0500 46.100 9.1100 46.200 9.1600 46.300 9.2200 46.400 9.2900 46.500 9.3700 46.600 9.4900 46.700 9.6300 46.800 9.7400 46.900 9.8400 47.000 9.9400 47.100 10.0600 47.200 10.2000 47.300 10.3100 47.400 10.3800 47.500 10.4400 47.600 10.4900 47.700 10.5300 47.800 10.5600 47.900 10.5800 48.000 10.6000 48.100 10.6200 48.200 10.6400 48.300 10.6700 48.400 10.6900 48.500 10.7100 48.600 10.7300 48.700 10.7500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 357 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 48.800 10.7800 48.900 10.8100 49.000 10.8500 49.100 10.8800 49.200 10.9400 49.300 11.0000 49.400 11.0800 49.500 11.1800 49.600 11.2700 49.700 11.3600 49.800 11.4300 49.900 11.4900 50.000 11.5400 50.100 11.5800 50.200 11.6100 50.300 11.6500 50.400 11.6800 50.500 11.7300 50.600 11.7700 50.700 11.8200 50.800 11.8600 50.900 11.9000 51.000 11.9300 51.100 11.9500 51.200 11.9800 51.300 12.0000 51.400 12.0200 51.500 12.0500 51.600 12.0800 51.700 12.1100 51.800 12.1500 51.900 12.2000 52.000 12.2700 52.100 12.3400 52.200 12.4300 52.300 12.5000 52.400 12.5900 52.500 12.6800 52.600 12.7800 52.700 12.9100 52.800 13.0400 52.900 13.2000 53.000 13.3400 53.100 13.4700 53.200 13.5800 53.300 13.6800 53.400 13.7700 53.500 13.8600 53.600 13.9600 53.700 14.0600 53.800 14.1400 53.900 14.2200 54.000 14.3000 54.100 14.3700 54.200 14.4400 54.300 14.5000 54.400 14.5700 54.500 14.6300 54.600 14.6800 54.700 14.7300 54.800 14.7900 54.900 14.8400 55.000 14.9000 55.100 14.9500 55.200 15.0000 55.300 15.0600 55.400 15.1600 55.500 15.2400 55.600 15.3100 55.700 15.4000 55.800 15.4600 55.900 15.5200 56.000 15.5700 56.100 15.6200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 358 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.200 15.6600 56.300 15.7100 56.400 15.7600 56.500 15.8100 56.600 15.8800 56.700 15.9300 56.800 16.0100 56.900 16.0900 57.000 16.1900 57.100 16.2900 57.200 16.3800 57.300 16.4600 57.400 16.5600 57.500 16.6800 57.600 16.8100 57.700 16.9300 57.800 17.0200 57.900 17.1000 58.000 17.1800 58.100 17.2700 58.200 17.3400 58.300 17.4100 58.400 17.4900 58.500 17.5600 58.600 17.6400 58.700 17.7300 58.800 17.8100 58.900 17.8800 59.000 17.9600 59.100 18.0300 59.200 18.1000 59.300 18.1500 59.400 18.2100 59.500 18.2900 59.600 18.3500 59.700 18.4400 59.800 18.5300 59.900 18.6200 60.000 18.7200 60.100 18.8300 60.200 18.9700 60.300 19.1100 60.400 19.2400 60.500 19.3600 60.600 19.4800 60.700 19.6100 60.800 19.7400 60.900 19.8600 61.000 19.9700 61.100 20.0800 61.200 20.1900 61.300 20.3000 61.400 20.4300 61.500 20.5700 61.600 20.7100 61.700 20.8300 61.800 20.9500 61.900 21.0600 62.000 21.1800 62.100 21.2800 62.200 21.4000 62.300 21.4900 62.400 21.5900 62.500 21.6900 62.600 21.7900 62.700 21.9200 62.800 22.0800 62.900 22.2400 63.000 22.4100 63.100 22.5400 63.200 22.6400 63.300 22.7300 63.400 22.8000 63.500 22.8700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 359 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 63.600 22.9100 63.700 22.9400 63.800 22.9500 64.200 22.9500 ------------------------------------------------------------------------------------------ Name: NA1230 Base Flow(cfs): 0.000 Init Stage(ft): 20.600 Group: A Warn Stage(ft): 59.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.600 0.0100 21.300 0.0100 21.400 0.0100 21.700 0.0100 21.800 0.0200 22.000 0.0200 22.100 0.0300 22.200 0.0400 22.300 0.0600 22.400 0.0900 22.500 0.1300 22.600 0.1800 22.700 0.2500 22.800 0.3500 22.900 0.4200 23.000 0.4800 23.100 0.5400 23.200 0.6000 23.300 0.6500 23.400 0.6900 23.500 0.7300 23.600 0.7900 23.700 0.8200 23.800 0.8600 23.900 0.8900 24.000 0.9200 24.100 0.9600 24.200 1.0000 24.300 1.0300 24.400 1.0700 24.500 1.1100 24.600 1.1600 24.700 1.2100 24.800 1.2600 24.900 1.3200 25.000 1.3800 25.100 1.4400 25.200 1.5000 25.300 1.5700 25.400 1.6400 25.500 1.7100 25.600 1.8100 25.700 1.9100 25.800 2.0500 25.900 2.2200 26.000 2.3600 26.100 2.5300 26.200 2.6800 26.300 2.8300 26.400 3.0000 26.500 3.1500 26.600 3.3200 26.700 3.4600 26.800 3.5700 26.900 3.6800 27.000 3.7900 27.100 3.8700 27.200 3.9600 27.300 4.0400 27.400 4.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 360 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.500 4.1700 27.600 4.2400 27.700 4.3000 27.800 4.3600 27.900 4.4300 28.000 4.5000 28.100 4.5800 28.200 4.6500 28.300 4.7400 28.400 4.8300 28.500 4.9200 28.600 5.0100 28.700 5.1000 28.800 5.1900 28.900 5.2800 29.000 5.3700 29.100 5.4700 29.200 5.5600 29.300 5.6600 29.400 5.7600 29.500 5.8500 29.600 5.9400 29.700 6.0300 29.800 6.1300 29.900 6.2300 30.000 6.3300 30.100 6.4200 30.200 6.5000 30.300 6.5900 30.400 6.6600 30.500 6.7400 30.600 6.8100 30.700 6.8900 30.800 6.9600 30.900 7.0300 31.000 7.1000 31.100 7.1700 31.200 7.2300 31.300 7.3000 31.400 7.3700 31.500 7.4400 31.600 7.5100 31.700 7.5800 31.800 7.6600 31.900 7.7300 32.000 7.8000 32.100 7.8700 32.200 7.9400 32.300 8.0100 32.400 8.0600 32.500 8.1200 32.600 8.1700 32.700 8.2400 32.800 8.3000 32.900 8.3700 33.000 8.4400 33.100 8.5600 33.200 8.6500 33.300 8.7400 33.400 8.8100 33.500 8.8800 33.600 8.9600 33.700 9.0300 33.800 9.0900 33.900 9.1700 34.000 9.2200 34.100 9.2900 34.200 9.3600 34.300 9.4400 34.400 9.5100 34.500 9.5800 34.600 9.6600 34.700 9.7200 34.800 9.7900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 361 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.900 9.8500 35.000 9.9100 35.100 9.9700 35.200 10.0200 35.300 10.0800 35.400 10.1300 35.500 10.2000 35.600 10.2600 35.700 10.3300 35.800 10.4100 35.900 10.4900 36.000 10.5600 36.100 10.6400 36.200 10.7300 36.300 10.8300 36.400 10.9300 36.500 11.0400 36.600 11.1500 36.700 11.2500 36.800 11.3500 36.900 11.4300 37.000 11.5200 37.100 11.6200 37.200 11.7300 37.300 11.8400 37.400 11.9800 37.500 12.1300 37.600 12.2500 37.700 12.3500 37.800 12.4300 37.900 12.4900 38.000 12.5600 38.100 12.6400 38.200 12.7200 38.300 12.8100 38.400 12.9000 38.500 13.0000 38.600 13.0900 38.700 13.2000 38.800 13.3100 38.900 13.4300 39.000 13.5500 39.100 13.6900 39.200 13.8100 39.300 13.9300 39.400 14.0500 39.500 14.1900 39.600 14.3200 39.700 14.4300 39.800 14.5300 39.900 14.6300 40.000 14.7100 40.100 14.7900 40.200 14.8800 40.300 14.9600 40.400 15.0400 40.500 15.1500 40.600 15.2400 40.700 15.3500 40.800 15.5000 40.900 15.6600 41.000 15.7800 41.100 15.8900 41.200 16.0400 41.300 16.1600 41.400 16.2400 41.500 16.3400 41.600 16.4600 41.700 16.5700 41.800 16.6900 41.900 16.7900 42.000 16.8800 42.100 16.9800 42.200 17.0700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 362 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.300 17.1800 42.400 17.2800 42.500 17.3800 42.600 17.4600 42.700 17.5500 42.800 17.6300 42.900 17.7100 43.000 17.7900 43.100 17.8600 43.200 17.9400 43.300 18.0200 43.400 18.1000 43.500 18.1700 43.600 18.2500 43.700 18.3400 43.800 18.4400 43.900 18.5200 44.000 18.5900 44.100 18.6900 44.200 18.7800 44.300 18.8900 44.400 19.0000 44.500 19.1000 44.600 19.2000 44.700 19.3100 44.800 19.4000 44.900 19.4900 45.000 19.5700 45.100 19.6800 45.200 19.7800 45.300 19.8700 45.400 19.9600 45.500 20.0500 45.600 20.1700 45.700 20.2700 45.800 20.3700 45.900 20.4600 46.000 20.5700 46.100 20.6600 46.200 20.7600 46.300 20.8700 46.400 20.9800 46.500 21.1100 46.600 21.2600 46.700 21.3900 46.800 21.5300 46.900 21.6600 47.000 21.8000 47.100 21.9600 47.200 22.1100 47.300 22.2700 47.400 22.4200 47.500 22.5500 47.600 22.6600 47.700 22.7600 47.800 22.8600 47.900 22.9500 48.000 23.0200 48.100 23.1000 48.200 23.1900 48.300 23.2700 48.400 23.3500 48.500 23.4600 48.600 23.5500 48.700 23.6400 48.800 23.7100 48.900 23.7800 49.000 23.8600 49.100 23.9400 49.200 24.0200 49.300 24.1100 49.400 24.1900 49.500 24.2700 49.600 24.3600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 363 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.700 24.4400 49.800 24.5400 49.900 24.6200 50.000 24.7000 50.100 24.7800 50.200 24.8500 50.300 24.9300 50.400 25.0100 50.500 25.0900 50.600 25.1600 50.700 25.2300 50.800 25.2900 50.900 25.3600 51.000 25.4400 51.100 25.5100 51.200 25.5800 51.300 25.6300 51.400 25.6700 51.500 25.7300 51.600 25.7900 51.700 25.8400 51.800 25.9000 51.900 25.9600 52.000 26.0400 52.100 26.1100 52.200 26.1800 52.300 26.2600 52.400 26.3300 52.500 26.4000 52.600 26.4900 52.700 26.5800 52.800 26.6800 52.900 26.7900 53.000 26.8900 53.100 26.9800 53.200 27.0500 53.300 27.1200 53.400 27.1800 53.500 27.2400 53.600 27.3100 53.700 27.3800 53.800 27.4700 53.900 27.5600 54.000 27.6600 54.100 27.7500 54.200 27.8400 54.300 27.9600 54.400 28.0800 54.500 28.1800 54.600 28.2900 54.700 28.3900 54.800 28.4800 54.900 28.5900 55.000 28.6900 55.100 28.7800 55.200 28.8600 55.300 28.9500 55.400 29.0300 55.500 29.1000 55.600 29.1700 55.700 29.2200 55.800 29.2700 55.900 29.3300 56.000 29.3800 56.100 29.4400 56.200 29.4700 56.300 29.4900 56.400 29.5000 56.500 29.5200 56.600 29.5300 56.700 29.5400 56.800 29.5500 56.900 29.5500 57.000 29.5600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 364 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 57.100 29.5700 57.200 29.5800 57.300 29.5900 57.400 29.6100 57.500 29.6400 57.600 29.6600 57.700 29.6900 57.800 29.7000 57.900 29.7000 58.000 29.7100 59.800 29.7100 ------------------------------------------------------------------------------------------ Name: NA1240 Base Flow(cfs): 0.000 Init Stage(ft): 12.200 Group: A Warn Stage(ft): 22.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 12.100 0.0100 18.000 0.0100 18.100 0.0100 18.300 0.0100 18.400 0.0100 18.500 0.0300 18.600 0.0500 18.700 0.0700 18.800 0.1000 18.900 0.1300 19.000 0.1500 19.100 0.1800 19.200 0.2300 19.300 0.3000 19.400 0.3700 19.500 0.4500 19.600 0.5000 19.700 0.5700 19.800 0.6300 19.900 0.7100 20.000 0.7900 20.100 0.8800 20.200 0.9800 20.300 1.0700 20.400 1.1500 20.500 1.2500 20.600 1.3700 20.700 1.5000 20.800 1.6700 20.900 1.8600 21.000 2.0700 21.100 2.3600 21.200 2.6500 21.300 2.9000 21.400 3.1300 21.500 3.3300 21.600 3.4900 21.700 3.6100 21.800 3.7100 21.900 3.7900 22.000 3.8500 22.100 3.9100 22.200 3.9900 22.300 4.0500 22.400 4.1100 22.500 4.1400 22.600 4.1500 22.700 4.1600 ------------------------------------------------------------------------------------------ Name: NA1250 Base Flow(cfs): 0.000 Init Stage(ft): 14.700 Group: A Warn Stage(ft): 22.600 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 365 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 14.600 0.0100 18.300 0.0100 18.400 0.0100 18.900 0.0100 19.000 0.0100 19.500 0.0100 19.600 0.0200 19.800 0.0200 19.900 0.0300 20.000 0.0300 20.100 0.0400 20.200 0.0400 20.300 0.0500 20.400 0.0600 20.500 0.0700 20.600 0.0800 20.700 0.1000 20.800 0.1100 20.900 0.1300 21.000 0.1700 21.100 0.2100 21.200 0.2600 21.300 0.3200 21.400 0.3900 21.500 0.4400 21.600 0.4700 21.700 0.5000 21.800 0.5300 21.900 0.5500 22.000 0.5500 22.100 0.5600 22.200 0.5800 22.300 0.5900 22.400 0.6000 22.500 0.6100 22.600 0.6100 ------------------------------------------------------------------------------------------ Name: NA1260 Base Flow(cfs): 0.000 Init Stage(ft): 14.900 Group: A Warn Stage(ft): 22.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 14.800 0.0100 17.900 0.0100 18.000 0.0100 18.100 0.0100 18.200 0.0100 18.300 0.0200 18.400 0.0500 18.500 0.0700 18.600 0.1000 18.700 0.1200 18.800 0.1500 18.900 0.1900 19.000 0.2300 19.100 0.3000 19.200 0.3400 19.300 0.3900 19.400 0.4500 19.500 0.5200 19.600 0.5900 19.700 0.6600 19.800 0.7300 19.900 0.8100 20.000 0.8800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 366 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.100 0.9700 20.200 1.0600 20.300 1.1400 20.400 1.2400 20.500 1.3200 20.600 1.4100 20.700 1.5100 20.800 1.6100 20.900 1.7100 21.000 1.8400 21.100 1.9700 21.200 2.1200 21.300 2.2900 21.400 2.4500 21.500 2.5400 21.600 2.6000 21.700 2.6500 21.800 2.6900 21.900 2.7000 22.000 2.7100 22.100 2.7100 22.200 2.7200 22.600 2.7200 ------------------------------------------------------------------------------------------ Name: NA1270 Base Flow(cfs): 0.000 Init Stage(ft): 17.800 Group: A Warn Stage(ft): 25.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.700 0.0100 17.800 0.0100 18.200 0.0100 18.300 0.0100 18.700 0.0100 18.800 0.0200 18.900 0.0300 19.000 0.1200 19.100 0.1300 19.200 0.1300 19.300 0.1400 19.400 0.1600 19.500 0.1800 19.600 0.2200 19.700 0.2700 19.800 0.3400 19.900 0.3900 20.000 0.4100 20.100 0.4300 20.200 0.4500 20.300 0.4600 20.400 0.4700 20.500 0.4900 20.600 0.5000 20.700 0.5100 20.800 0.5200 20.900 0.5300 21.000 0.5400 21.100 0.5500 21.200 0.5600 21.300 0.5800 21.400 0.5900 21.500 0.6000 21.600 0.6200 21.700 0.6300 21.800 0.6400 21.900 0.6600 22.000 0.6900 22.100 0.7100 22.200 0.7200 22.300 0.7400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 367 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.400 0.7500 22.500 0.7600 22.600 0.7700 22.700 0.7800 22.800 0.7900 22.900 0.8000 23.000 0.8000 23.100 0.8100 23.200 0.8100 23.300 0.8200 23.400 0.8200 23.500 0.8300 23.600 0.8300 23.700 0.8400 23.900 0.8400 24.000 0.8500 24.100 0.8500 24.200 0.8600 24.300 0.8600 24.400 0.8700 24.600 0.8700 24.700 0.8800 24.900 0.8800 25.000 0.8900 25.100 0.8900 25.200 1.2600 ------------------------------------------------------------------------------------------ Name: NA1280 Base Flow(cfs): 0.000 Init Stage(ft): 14.500 Group: A Warn Stage(ft): 24.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 13.900 0.2100 14.200 0.2100 14.300 0.2200 14.500 0.2200 14.600 0.2300 14.900 0.2300 15.000 0.2400 15.100 0.2400 15.200 0.2500 15.500 0.2500 15.600 0.2600 15.700 0.2600 15.800 0.2700 16.000 0.2700 16.100 0.2800 16.200 0.2800 16.300 0.2900 16.500 0.2900 16.600 0.3000 16.700 0.3000 16.800 0.3100 16.900 0.3100 17.000 0.3200 17.100 0.3300 17.200 0.3300 17.300 0.3400 17.400 0.3400 17.500 0.3500 17.600 0.3600 17.700 0.3600 17.800 0.3700 17.900 0.3800 18.000 0.3800 18.100 0.3900 18.200 0.4000 18.300 0.4100 18.400 0.4200 18.500 0.4400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 368 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.600 0.4500 18.700 0.4700 18.800 0.5100 18.900 0.5400 19.000 0.5800 19.100 0.6200 19.200 0.6500 19.300 0.6900 19.400 0.7400 19.500 0.7800 19.600 0.8500 19.700 0.9400 19.800 1.0400 19.900 1.1700 20.000 1.3500 20.100 1.6000 20.200 1.8900 20.300 2.2100 20.400 2.5400 20.500 2.8600 20.600 3.1600 20.700 3.5200 20.800 3.8800 20.900 4.2400 21.000 4.6100 21.100 5.0300 21.200 5.5400 21.300 5.8700 21.400 6.1700 21.500 6.4200 21.600 6.6300 21.700 6.8300 21.800 7.0400 21.900 7.2500 22.000 7.4200 22.100 7.5700 22.200 7.6700 22.300 7.7600 22.400 7.8300 22.500 7.9000 22.600 7.9500 22.700 7.9800 22.800 8.0100 22.900 8.0500 23.000 8.0900 23.100 8.1400 23.200 8.1700 23.300 8.1900 23.400 8.2000 23.500 8.2100 23.600 8.2200 23.700 8.2400 23.800 8.2500 23.900 8.2700 24.000 8.2900 24.100 8.3400 24.200 8.4100 24.300 8.5000 24.400 8.6100 24.500 8.7500 24.600 8.7700 ------------------------------------------------------------------------------------------ Name: NA1290 Base Flow(cfs): 0.000 Init Stage(ft): 20.000 Group: A Warn Stage(ft): 22.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.000 0.0200 20.300 0.0200 20.400 0.0300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 369 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 21.000 0.0300 21.100 0.0400 21.200 0.0500 21.300 0.0800 21.400 0.1000 21.500 0.1300 21.600 0.1800 21.700 0.2300 21.800 0.2800 21.900 0.3300 22.000 0.3800 22.100 0.4000 22.200 0.4100 22.300 0.4200 22.600 0.4200 22.700 0.4300 22.900 0.4300 ------------------------------------------------------------------------------------------ Name: NA1300 Base Flow(cfs): 0.000 Init Stage(ft): 16.800 Group: A Warn Stage(ft): 52.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 11.120 0.0100 17.800 0.0100 17.900 0.0100 18.000 3.6400 18.100 3.6800 18.200 3.7000 18.300 3.7300 18.400 3.7500 18.500 3.7700 18.600 3.7900 18.700 3.8100 18.800 3.8300 18.900 3.8600 19.000 3.8900 19.100 3.9200 19.200 3.9400 19.300 3.9600 19.400 3.9800 19.500 4.0200 19.600 4.0400 19.700 4.0600 19.800 4.0900 19.900 4.1100 20.000 4.1400 20.100 4.1700 20.200 4.1900 20.300 4.2100 20.400 4.2500 20.500 4.2800 20.600 4.3100 20.700 4.3300 20.800 4.3700 20.900 4.4000 21.000 4.4300 21.100 4.4600 21.200 4.4900 21.300 4.5200 21.400 4.5600 21.500 4.5900 21.600 4.6300 21.700 4.6600 21.800 4.6900 21.900 4.7200 22.000 4.7600 22.100 4.8000 22.200 4.8300 22.300 4.8600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 370 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.400 4.8900 22.500 4.9300 22.600 4.9700 22.700 5.0200 22.800 5.0600 22.900 5.0800 23.000 5.1100 23.100 5.1300 23.200 5.1500 23.300 5.1800 23.400 5.1900 23.500 5.2100 23.600 5.2200 23.700 5.2400 23.800 5.2500 23.900 5.2700 24.000 5.2900 24.100 5.3000 24.200 5.3200 24.300 5.3400 24.400 5.3500 24.500 5.3600 24.600 5.3800 24.700 5.4100 24.800 5.4400 24.900 5.4600 25.000 5.4900 25.100 5.5500 25.200 5.5900 25.300 5.6700 25.400 5.7500 25.500 5.8000 25.600 5.8600 25.700 5.9200 25.800 5.9800 25.900 6.0400 26.000 6.1000 26.100 6.1600 26.200 6.2200 26.300 6.2700 26.400 6.3300 26.500 6.3700 26.600 6.4300 26.700 6.4800 26.800 6.5400 26.900 6.5900 27.000 6.6500 27.100 6.7200 27.200 6.7800 27.300 6.8400 27.400 6.9100 27.500 6.9900 27.600 7.0800 27.700 7.1600 27.800 7.2400 27.900 7.3300 28.000 7.4200 28.100 7.4900 28.200 7.5700 28.300 7.6500 28.400 7.7100 28.500 7.7700 28.600 7.8100 28.700 7.8400 28.800 7.8800 28.900 7.9100 29.000 7.9400 29.100 7.9600 29.200 7.9900 29.300 8.0100 29.400 8.0400 29.500 8.0600 29.600 8.0900 29.700 8.1000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 371 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 29.800 8.1200 29.900 8.1400 30.000 8.1500 30.100 8.1600 30.200 8.1700 30.300 8.1900 30.400 8.2000 30.500 8.2000 30.600 8.2200 30.700 8.2300 30.800 8.2400 30.900 8.2400 31.000 8.2500 31.100 8.2600 31.200 8.2700 31.300 8.2800 31.400 8.2900 31.500 8.3000 31.600 8.3000 31.700 8.3100 31.800 8.3200 31.900 8.3300 32.000 8.3400 32.100 8.3500 32.200 8.3500 32.300 8.3700 32.400 8.3700 32.500 8.3800 32.600 8.3800 32.700 8.3900 32.800 8.4000 32.900 8.4100 33.000 8.4200 33.100 8.4200 33.200 8.4300 33.300 8.4400 33.400 8.4500 33.500 8.4500 33.600 8.4600 33.700 8.4700 33.800 8.4700 33.900 8.4800 34.000 8.4900 34.100 8.4900 34.200 8.5000 34.300 8.5100 34.400 8.5100 34.500 8.5200 34.600 8.5300 34.700 8.5300 34.800 8.5400 34.900 8.5400 35.000 8.5500 35.100 8.5600 35.200 8.5600 35.300 8.5700 35.400 8.5700 35.500 8.5800 35.600 8.5800 35.700 8.5900 35.800 8.6000 35.900 8.6000 36.000 8.6100 36.100 8.6100 36.200 8.6200 36.300 8.6300 36.400 8.6300 36.500 8.6400 36.600 8.6400 36.700 8.6500 36.800 8.6500 36.900 8.6600 37.000 8.6700 37.100 8.6800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 372 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.200 8.6800 37.300 8.6900 37.400 8.6900 37.500 8.7000 37.600 8.7100 37.800 8.7100 37.900 8.7200 38.000 8.7300 38.100 8.7300 38.200 8.7400 38.300 8.7400 38.400 8.7500 38.500 8.7600 38.600 8.7600 38.700 8.7700 38.800 8.7700 38.900 8.7800 39.000 8.7900 39.100 8.7900 39.200 8.8000 39.300 8.8100 39.400 8.8100 39.500 8.8200 39.600 8.8200 39.700 8.8300 39.800 8.8400 39.900 8.8400 40.000 8.8500 40.100 8.8600 40.200 8.8700 40.300 8.8700 40.400 8.8800 40.500 8.8800 40.600 8.8900 40.700 8.9000 40.800 8.9100 40.900 8.9100 41.000 8.9200 41.100 8.9300 41.200 8.9300 41.300 8.9400 41.400 8.9500 41.500 8.9500 41.600 8.9600 41.700 8.9700 41.800 8.9700 41.900 8.9800 42.000 8.9900 42.100 8.9900 42.200 9.0000 42.300 9.0100 42.400 9.0100 42.500 9.0200 42.600 9.0300 42.700 9.0300 42.800 9.0400 42.900 9.0400 43.000 9.0500 43.100 9.0600 43.200 9.0700 43.300 9.0700 43.400 9.0800 43.500 9.0900 43.600 9.1000 43.700 9.1100 43.800 9.1200 43.900 9.1300 44.000 9.1300 44.100 9.1400 44.200 9.1500 44.300 9.1600 44.400 9.1700 44.500 9.1800 44.600 9.1900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 373 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 44.700 9.2000 44.800 9.2100 44.900 9.2200 45.000 9.2300 45.100 9.2400 45.200 9.2500 45.300 9.2600 45.400 9.2700 45.500 9.2800 45.600 9.2900 45.700 9.2900 45.800 9.3000 45.900 9.3100 46.000 9.3200 46.100 9.3200 46.200 9.3300 46.300 9.3400 46.400 9.3500 46.500 9.3500 46.600 9.3600 46.700 9.3700 46.800 9.3800 46.900 9.3900 47.000 9.4000 47.100 9.4000 47.200 9.4100 47.300 9.4300 47.400 9.4400 47.500 9.4500 47.600 9.4500 47.700 9.4600 47.800 9.4800 47.900 9.4900 48.000 9.5000 48.100 9.5100 48.200 9.5100 48.300 9.5300 48.400 9.5400 48.500 9.5600 48.600 9.5700 48.700 9.5900 48.800 9.6000 48.900 9.6200 49.000 9.6300 49.100 9.6500 49.200 9.6600 49.300 9.6700 49.400 9.6900 49.500 9.7000 49.600 9.7100 49.700 9.7200 49.800 9.7400 49.900 9.7500 50.000 9.7700 50.100 9.7800 50.200 9.8000 50.300 9.8100 50.400 9.8300 50.500 9.8500 50.600 9.8600 50.700 9.8800 50.800 9.9100 50.900 9.9200 51.000 9.9500 51.100 9.9700 51.200 9.9900 51.300 10.0100 51.400 10.0300 51.500 10.0500 51.600 10.0600 51.700 10.0700 51.800 10.0800 51.900 10.1000 52.000 10.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 374 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.100 10.1100 52.200 10.1200 ------------------------------------------------------------------------------------------ Name: NA1310 Base Flow(cfs): 0.000 Init Stage(ft): 17.840 Group: A Warn Stage(ft): 37.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.740 0.0100 24.600 0.0100 24.700 0.0100 24.800 0.0100 24.900 0.0100 25.000 0.0100 25.100 0.0300 25.200 0.0500 25.300 0.0800 25.400 0.1000 25.500 0.1200 25.600 0.1300 25.700 0.1400 25.800 0.1500 25.900 0.1700 26.000 0.1900 26.100 0.2000 26.200 0.2100 26.300 0.2300 26.400 0.2400 26.500 0.2600 26.600 0.2700 26.700 0.2900 26.800 0.3000 26.900 0.3200 27.000 0.3200 27.100 0.3400 27.200 0.3500 27.300 0.3600 27.400 0.3700 27.500 0.3800 27.600 0.3900 27.700 0.4000 27.800 0.4100 27.900 0.4200 28.000 0.4300 28.100 0.4400 28.200 0.4500 28.300 0.4600 28.400 0.4700 28.500 0.4800 28.600 0.4900 28.700 0.4900 28.800 0.5000 28.900 0.5100 29.000 0.5200 29.100 0.5300 29.200 0.5300 29.300 0.5400 29.400 0.5500 29.500 0.5600 29.600 0.5700 29.700 0.5800 29.800 0.5900 29.900 0.6000 30.000 0.6100 30.100 0.6200 30.200 0.6300 30.300 0.6400 30.400 0.6500 30.500 0.6600 30.600 0.6700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 375 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.700 0.6800 30.800 0.6900 30.900 0.7000 31.000 0.7200 31.100 0.7300 31.200 0.7300 31.300 0.7500 31.400 0.7500 31.500 0.7600 31.600 0.7700 31.700 0.7800 31.800 0.7900 31.900 0.8000 32.000 0.8100 32.100 0.8300 32.200 0.8400 32.300 0.8600 32.400 0.8800 32.500 0.9000 32.600 0.9200 32.700 0.9400 32.800 0.9700 32.900 0.9900 33.000 1.0200 33.100 1.0500 33.200 1.1100 33.300 1.1400 33.400 1.1600 33.500 1.1800 33.600 1.2000 33.700 1.2100 33.800 1.2300 33.900 1.2400 34.000 1.2500 34.100 1.2500 34.200 1.2600 34.300 1.2700 34.400 1.2800 34.500 1.2900 34.600 1.3000 34.700 1.3100 34.800 1.3100 34.900 1.3200 35.000 1.3300 35.100 1.3300 35.200 1.3400 35.300 1.3400 35.400 1.3500 35.500 1.3500 35.600 1.3600 35.700 1.3700 36.000 1.3700 36.100 1.3800 37.000 1.3800 ------------------------------------------------------------------------------------------ Name: NA1320 Base Flow(cfs): 0.000 Init Stage(ft): 24.540 Group: A Plunge Factor: 1.00 Warn Stage(ft): 34.540 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 24.540 0.1000 34.540 0.1000 ------------------------------------------------------------------------------------------ Name: NA1330 Base Flow(cfs): 0.000 Init Stage(ft): 28.560 Group: A Warn Stage(ft): 39.000 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 376 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 28.460 0.0100 34.500 0.0100 34.600 0.0100 35.000 0.0100 35.100 0.0100 35.300 0.0100 35.400 0.0200 35.500 0.0200 35.600 0.0300 35.700 0.0300 35.800 0.0400 35.900 0.0400 36.000 0.0500 36.100 0.0500 36.200 0.0600 36.300 0.0700 36.400 0.0700 36.500 0.0800 36.600 0.0800 36.700 0.0900 36.800 0.0900 36.900 0.1000 37.000 0.1100 37.100 0.1100 37.200 0.1200 37.300 0.1300 37.400 0.1400 37.500 0.1400 37.600 0.1500 37.700 0.1500 37.800 0.1600 37.900 0.1600 38.000 0.1700 38.200 0.1700 38.300 0.1800 38.500 0.1800 38.600 0.1900 38.800 0.1900 38.900 0.2000 39.000 0.2000 ------------------------------------------------------------------------------------------ Name: NA1340 Base Flow(cfs): 0.000 Init Stage(ft): 31.140 Group: A Warn Stage(ft): 56.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 31.040 0.0100 31.400 0.0100 31.500 0.3500 31.900 0.3500 32.000 0.3600 32.100 0.3700 32.400 0.3700 32.500 0.3800 32.700 0.3800 32.800 0.3900 33.100 0.3900 33.200 0.4000 33.400 0.4000 33.500 0.4100 33.800 0.4100 33.900 0.4200 34.000 0.4200 34.100 0.4300 34.300 0.4300 34.400 0.4400 34.600 0.4400 34.700 0.4500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 377 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.900 0.4500 35.000 0.4600 35.200 0.4600 35.300 0.4700 35.400 0.4700 35.500 0.4800 35.600 0.4900 35.700 0.5100 35.800 0.5100 35.900 0.5200 36.000 0.5200 36.100 0.5300 36.200 0.5300 36.300 0.5400 36.400 0.5500 36.500 0.5500 36.600 0.5600 36.700 0.5600 36.800 0.5700 37.000 0.5700 37.100 0.5800 37.300 0.5800 37.400 0.5900 37.500 0.5900 37.600 0.6000 37.800 0.6000 37.900 0.6100 38.000 0.6100 38.100 0.6200 38.200 0.6200 38.300 0.6300 38.400 0.6300 38.500 0.6400 38.700 0.6400 38.800 0.6500 38.900 0.6500 39.000 0.6600 39.100 0.6700 39.200 0.6800 39.300 0.6800 39.400 0.6900 39.500 0.7000 39.600 0.7000 39.700 0.7100 39.800 0.7200 39.900 0.7300 40.000 0.7400 40.100 0.7400 40.200 0.7500 40.300 0.7600 40.400 0.7700 40.500 0.7800 40.600 0.7800 40.700 0.7900 40.800 0.8000 40.900 0.8100 41.000 0.8200 41.100 0.8300 41.200 0.8400 41.300 0.8500 41.400 0.8600 41.500 0.8700 41.600 0.8800 41.700 0.8900 41.800 0.9000 41.900 0.9200 42.000 0.9300 42.100 0.9500 42.200 0.9600 42.300 0.9800 42.400 1.0000 42.500 1.0200 42.600 1.0300 42.700 1.0500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 378 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.800 1.0600 42.900 1.0800 43.000 1.1000 43.100 1.1300 43.200 1.1500 43.300 1.1700 43.400 1.1900 43.500 1.2100 43.600 1.2300 43.700 1.2600 43.800 1.2700 43.900 1.2900 44.000 1.3200 44.100 1.3300 44.200 1.3600 44.300 1.3800 44.400 1.4000 44.500 1.4300 44.600 1.4500 44.700 1.4800 44.800 1.5000 44.900 1.5300 45.000 1.5600 45.100 1.5800 45.200 1.6100 45.300 1.6500 45.400 1.6800 45.500 1.7100 45.600 1.7500 45.700 1.8100 45.800 1.8600 45.900 1.9400 46.000 2.0500 46.100 2.1300 46.200 2.2200 46.300 2.3200 46.400 2.4200 46.500 2.5500 46.600 2.7000 46.700 2.8600 46.800 3.0700 46.900 3.2300 47.000 3.3800 47.100 3.5600 47.200 3.7800 47.300 3.9600 47.400 4.0600 47.500 4.1600 47.600 4.2600 47.700 4.3500 47.800 4.4700 47.900 4.5400 48.000 4.5700 48.100 4.6000 48.200 4.6300 48.300 4.6600 48.400 4.6900 48.500 4.7200 48.600 4.7500 48.700 4.7800 48.800 4.8200 48.900 4.8600 49.000 4.9000 49.100 4.9600 49.200 5.0300 49.300 5.1000 49.400 5.1700 49.500 5.2300 49.600 5.2900 49.700 5.3600 49.800 5.4500 49.900 5.5300 50.000 5.6100 50.100 5.7100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 379 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.200 5.8600 50.300 5.9800 50.400 6.1000 50.500 6.2300 50.600 6.3700 50.700 6.5500 50.800 6.7100 50.900 6.8600 51.000 7.0300 51.100 7.1800 51.200 7.3800 51.300 7.5400 51.400 7.7000 51.500 7.8400 51.600 7.9800 51.700 8.1200 51.800 8.3100 51.900 8.4300 52.000 8.5100 52.100 8.5600 52.200 8.6100 52.300 8.6400 52.400 8.6700 52.500 8.7000 52.600 8.7200 52.700 8.7400 52.800 8.7600 52.900 8.7800 53.000 8.7900 53.100 8.8200 53.200 8.8500 53.300 8.8800 53.400 8.9000 53.500 8.9200 53.600 8.9400 53.700 8.9500 53.800 8.9600 53.900 8.9700 54.000 8.9800 54.100 8.9900 54.200 9.0000 54.300 9.0200 54.400 9.0300 54.500 9.0500 54.600 9.0600 54.700 9.0700 54.800 9.0800 54.900 9.0800 55.000 9.0900 55.100 9.0900 55.200 9.1000 55.300 9.1000 55.400 9.1100 55.500 9.1200 55.600 9.1300 55.700 9.1400 56.000 9.1400 ------------------------------------------------------------------------------------------ Name: NA1360 Base Flow(cfs): 0.000 Init Stage(ft): 43.940 Group: A Warn Stage(ft): 56.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 43.840 0.0100 49.300 0.0100 49.400 0.0100 49.600 0.0100 49.700 0.0100 49.800 0.0200 49.900 0.0500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 380 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.000 0.0800 50.100 0.1200 50.200 0.1600 50.300 0.2000 50.400 0.2500 50.500 0.3100 50.600 0.3700 50.700 0.4300 50.800 0.5000 50.900 0.5700 51.000 0.6600 51.100 0.7400 51.200 0.8700 51.300 0.9900 51.400 1.0900 51.500 1.1800 51.600 1.2600 51.700 1.3400 51.800 1.4300 51.900 1.5300 52.000 1.6300 52.100 1.7500 52.200 1.8800 52.300 2.0300 52.400 2.2200 52.500 2.3800 52.600 2.5600 52.700 2.7200 52.800 2.8600 52.900 3.0300 53.000 3.2100 53.100 3.3700 53.200 3.5200 53.300 3.6400 53.400 3.7400 53.500 3.8300 53.600 3.9100 53.700 4.0000 53.800 4.1000 53.900 4.2300 54.000 4.3700 54.100 4.5000 54.200 4.6200 54.300 4.7100 54.400 4.8000 54.500 4.8900 54.600 4.9800 54.700 5.0700 54.800 5.1300 54.900 5.1900 55.000 5.2400 55.100 5.2900 55.200 5.3300 55.300 5.3600 55.400 5.4000 55.500 5.4200 55.600 5.4400 55.700 5.4500 55.800 5.4700 55.900 5.4800 56.000 5.4800 56.100 5.4900 56.400 5.4900 ------------------------------------------------------------------------------------------ Name: NA1370 Base Flow(cfs): 0.000 Init Stage(ft): 44.640 Group: A Warn Stage(ft): 56.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 44.540 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 381 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.600 0.0100 50.700 0.0100 50.800 0.0100 50.900 0.0200 51.000 0.0400 51.100 0.0600 51.200 0.0900 51.300 0.1100 51.400 0.1400 51.500 0.1700 51.600 0.1900 51.700 0.2200 51.800 0.2500 51.900 0.2700 52.000 0.2900 52.100 0.3100 52.200 0.3200 52.300 0.3400 52.400 0.3600 52.500 0.4000 52.600 0.4400 52.700 0.4900 52.800 0.5400 52.900 0.5900 53.000 0.6400 53.100 0.6900 53.200 0.7300 53.300 0.7800 53.400 0.8200 53.500 0.8600 53.600 0.9100 53.700 0.9700 53.800 1.0200 53.900 1.0800 54.000 1.1800 54.100 1.2800 54.200 1.3600 54.300 1.4600 54.400 1.6600 54.500 1.9400 54.600 2.3000 54.700 2.6000 54.800 2.8300 54.900 3.0200 55.000 3.2200 55.100 3.4100 55.200 3.5300 55.300 3.5900 55.400 3.6400 55.500 3.6800 55.600 3.7100 55.700 3.7400 55.800 3.7700 55.900 3.8000 56.000 3.8300 56.100 3.8600 56.200 3.9000 56.300 3.9700 56.400 4.0100 56.500 4.0400 56.600 4.0700 56.700 4.0800 56.800 4.0800 ------------------------------------------------------------------------------------------ Name: NA1380 Base Flow(cfs): 0.000 Init Stage(ft): 46.040 Group: A Warn Stage(ft): 56.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.940 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 382 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.600 0.0100 50.700 0.0100 50.800 0.0100 50.900 0.0100 51.000 0.0100 51.100 0.0200 51.200 0.0300 51.300 0.0500 51.400 0.0600 51.500 0.0800 51.600 0.0900 51.700 0.1000 51.800 0.1100 51.900 0.1100 52.000 0.1200 52.100 0.1300 52.200 0.1500 52.300 0.1600 52.400 0.1900 52.500 0.2200 52.600 0.2700 52.700 0.3100 52.800 0.3500 52.900 0.4000 53.000 0.4400 53.100 0.4900 53.200 0.5300 53.300 0.5700 53.400 0.6100 53.500 0.6500 53.600 0.7000 53.700 0.7600 53.800 0.8100 53.900 0.9000 54.000 0.9900 54.100 1.0800 54.200 1.1500 54.300 1.2000 54.400 1.2500 54.500 1.2900 54.600 1.3600 54.700 1.4400 54.800 1.5700 54.900 1.7400 55.000 1.8400 55.100 1.8600 55.200 1.8900 55.300 1.9000 55.400 1.9100 55.500 1.9200 55.600 1.9200 55.700 1.9300 55.800 1.9300 55.900 1.9400 56.100 1.9400 56.200 1.9500 56.400 1.9500 56.500 1.9600 56.600 1.9600 ------------------------------------------------------------------------------------------ Name: NA1390 Base Flow(cfs): 0.000 Init Stage(ft): 47.440 Group: A Warn Stage(ft): 55.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.340 0.0100 51.700 0.0100 51.800 0.0100 52.000 0.0100 52.100 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 383 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.200 0.0200 52.300 0.0300 52.400 0.0400 52.500 0.0500 52.600 0.0700 52.700 0.0800 52.800 0.1000 52.900 0.1100 53.000 0.1300 53.100 0.1400 53.200 0.1600 53.300 0.1700 53.400 0.1900 53.500 0.2000 53.600 0.2100 53.700 0.2300 53.800 0.2500 53.900 0.2600 54.000 0.2700 54.100 0.2800 54.200 0.3000 54.300 0.3100 54.400 0.3200 54.500 0.3300 54.600 0.3400 54.700 0.3500 54.800 0.3600 54.900 0.3700 55.000 0.3800 55.100 0.3900 55.300 0.3900 ------------------------------------------------------------------------------------------ Name: NA1400 Base Flow(cfs): 0.000 Init Stage(ft): 47.640 Group: A Warn Stage(ft): 59.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.540 0.0100 51.700 0.0100 51.800 0.0100 52.400 0.0100 52.500 0.0100 52.600 0.0100 52.700 0.0200 52.800 0.0200 52.900 0.0400 53.000 0.0600 53.100 0.0800 53.200 0.1000 53.300 0.1200 53.400 0.1600 53.500 0.2200 53.600 0.2800 53.700 0.3600 53.800 0.4700 53.900 0.5800 54.000 0.7200 54.100 0.8400 54.200 0.9500 54.300 1.0900 54.400 1.2000 54.500 1.2900 54.600 1.3900 54.700 1.4600 54.800 1.5300 54.900 1.6000 55.000 1.6700 55.100 1.7200 55.200 1.7800 55.300 1.8300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 384 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.400 1.8700 55.500 1.8900 55.600 1.9100 55.700 1.9200 55.800 1.9300 55.900 1.9400 56.000 1.9400 56.100 1.9500 56.200 1.9600 56.300 1.9600 56.400 1.9700 56.700 1.9700 56.800 1.9800 57.000 1.9800 57.100 1.9900 57.600 1.9900 57.700 2.0000 57.900 2.0000 58.000 2.0100 58.300 2.0100 58.400 2.0200 58.900 2.0200 59.000 2.0300 59.200 2.0300 ------------------------------------------------------------------------------------------ Name: NA1410 Base Flow(cfs): 0.000 Init Stage(ft): 51.140 Group: A Warn Stage(ft): 62.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 51.040 0.0100 51.200 0.0100 51.300 0.4100 51.400 0.4200 51.500 0.4300 51.700 0.4300 51.800 0.4400 51.900 0.4400 52.000 0.4500 52.100 0.4500 52.200 0.4600 52.300 0.4700 52.400 0.4700 52.500 0.4800 52.600 0.4800 52.700 0.4900 52.800 0.4900 52.900 0.5000 53.000 0.5000 53.100 0.5100 53.200 0.5100 53.300 0.5200 53.400 0.5200 53.500 0.5300 53.600 0.5400 53.700 0.5500 53.800 0.5600 53.900 0.5800 54.000 0.5900 54.100 0.6200 54.200 0.6600 54.300 0.7200 54.400 0.8100 54.500 0.9300 54.600 1.0500 54.700 1.1700 54.800 1.3100 54.900 1.4500 55.000 1.6000 55.100 1.7400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 385 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.200 1.8800 55.300 2.0100 55.400 2.1200 55.500 2.2400 55.600 2.3600 55.700 2.4800 55.800 2.6000 55.900 2.7100 56.000 2.8200 56.100 2.9500 56.200 3.1100 56.300 3.2800 56.400 3.4300 56.500 3.5700 56.600 3.7300 56.700 3.9300 56.800 4.1900 56.900 4.4100 57.000 4.6000 57.100 4.8500 57.200 5.1100 57.300 5.3400 57.400 5.5100 57.500 5.6500 57.600 5.7700 57.700 5.9100 57.800 6.0700 57.900 6.2400 58.000 6.3900 58.100 6.4800 58.200 6.5700 58.300 6.6300 58.400 6.6900 58.500 6.7300 58.600 6.7900 58.700 6.8400 58.800 6.8900 58.900 6.9600 59.000 7.0300 59.100 7.1000 59.200 7.1700 59.300 7.2300 59.400 7.2800 59.500 7.3400 59.600 7.4100 59.700 7.4800 59.800 7.5400 59.900 7.6000 60.000 7.6400 60.100 7.6600 60.200 7.7100 60.300 7.7500 60.400 7.7900 60.500 7.8200 60.600 7.8600 60.700 7.9100 60.800 7.9700 60.900 8.0100 61.000 8.0500 61.100 8.0800 61.200 8.1200 61.300 8.1500 61.400 8.1700 61.600 8.1700 61.700 8.1800 61.800 8.1800 61.900 8.1900 62.100 8.1900 62.200 8.2000 ------------------------------------------------------------------------------------------ Name: NA1420 Base Flow(cfs): 0.000 Init Stage(ft): 55.300 Group: A Warn Stage(ft): 60.200 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 386 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 55.300 0.0100 55.800 0.0100 55.900 0.0100 56.000 0.0300 56.100 0.0400 56.200 0.0500 56.300 0.0600 56.600 0.0600 56.700 0.0700 56.800 0.0700 56.900 0.0800 57.000 0.1000 57.100 0.1100 57.200 0.1300 57.300 0.1400 57.400 0.1600 57.500 0.1700 57.600 0.1900 57.700 0.2100 57.800 0.2200 57.900 0.2300 58.000 0.2300 58.100 0.2500 58.200 0.2600 58.300 0.2800 58.400 0.2900 58.500 0.3100 58.600 0.3300 58.700 0.3500 58.800 0.3700 58.900 0.4000 59.000 0.4200 59.100 0.4500 59.200 0.4800 59.300 0.5200 59.400 0.5600 59.500 0.6000 59.600 0.6400 59.700 0.7200 59.800 0.8200 59.900 1.0300 60.000 1.1500 60.100 1.1800 60.200 1.1900 ------------------------------------------------------------------------------------------ Name: NA1430 Base Flow(cfs): 0.000 Init Stage(ft): 48.810 Group: A Warn Stage(ft): 65.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.710 0.0100 51.500 0.0100 51.600 0.0100 51.800 0.0100 51.900 0.0200 52.000 0.0400 52.100 0.0600 52.200 0.0800 52.300 0.1000 52.400 0.1300 52.500 0.1700 52.600 0.2000 52.700 0.2300 52.800 0.2700 52.900 0.3200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 387 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.000 0.3800 53.100 0.4500 53.200 0.5300 53.300 0.6200 53.400 0.7000 53.500 0.7900 53.600 0.9000 53.700 0.9900 53.800 1.0900 53.900 1.1800 54.000 1.2700 54.100 1.3500 54.200 1.4400 54.300 1.5300 54.400 1.6000 54.500 1.6700 54.600 1.7400 54.700 1.8100 54.800 1.9000 54.900 1.9900 55.000 2.1000 55.100 2.2000 55.200 2.2600 55.300 2.3000 55.400 2.3100 55.500 2.3200 55.600 2.3300 55.700 2.3300 55.800 2.3400 55.900 2.3500 56.000 2.3500 56.100 2.3600 56.200 2.3600 56.300 2.3700 56.400 2.3700 56.500 2.3800 56.600 2.3800 56.700 2.3900 56.800 2.3900 56.900 2.4000 57.000 2.4100 57.100 2.4200 57.200 2.4200 57.300 2.4300 57.400 2.4300 57.500 2.4400 57.800 2.4400 57.900 2.4500 58.300 2.4500 58.400 2.4600 58.500 2.4600 58.600 2.4700 58.800 2.4700 58.900 2.4800 59.000 2.4800 59.100 2.4900 59.400 2.4900 59.500 2.5000 59.800 2.5000 59.900 2.5100 60.100 2.5100 60.200 2.5200 60.500 2.5200 60.600 2.5300 60.900 2.5300 61.000 2.5400 61.400 2.5400 61.500 2.5500 61.900 2.5500 62.000 2.5600 62.200 2.5600 62.300 2.5700 62.700 2.5700 62.800 2.5800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 388 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 63.100 2.5800 63.200 2.5900 63.500 2.5900 63.600 2.6000 64.200 2.6000 64.300 2.6100 65.000 2.6100 ------------------------------------------------------------------------------------------ Name: NA1440 Base Flow(cfs): 0.000 Init Stage(ft): 19.140 Group: A Warn Stage(ft): 33.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.040 0.0100 20.300 0.0100 20.400 0.0100 20.500 0.0100 20.600 0.0100 20.700 0.0100 20.800 0.0200 20.900 0.0300 21.000 0.0500 21.100 0.0700 21.200 0.0800 21.300 0.1000 21.400 0.1200 21.500 0.1500 21.600 0.1700 21.700 0.2000 21.800 0.2300 21.900 0.2700 22.000 0.3000 22.100 0.3500 22.200 0.3900 22.300 0.4200 22.400 0.4600 22.500 0.4900 22.600 0.5200 22.700 0.5500 22.800 0.5800 22.900 0.6100 23.000 0.6400 23.100 0.6600 23.200 0.6900 23.300 0.7200 23.400 0.7500 23.500 0.7700 23.600 0.8000 23.700 0.8300 23.800 0.8500 23.900 0.8800 24.000 0.9000 24.100 0.9200 24.200 0.9300 24.300 0.9500 24.400 0.9600 24.500 0.9800 24.600 0.9900 24.700 1.0000 24.800 1.0200 24.900 1.0300 25.000 1.0500 25.100 1.0700 25.200 1.0900 25.300 1.1200 25.400 1.1600 25.500 1.2100 25.600 1.2900 25.700 1.4100 25.800 1.5700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 389 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.900 1.6900 26.000 1.8200 26.100 1.9700 26.200 2.1700 26.300 2.3200 26.400 2.4000 26.500 2.4700 26.600 2.5100 26.700 2.5400 26.800 2.5700 26.900 2.5900 27.000 2.6000 27.100 2.6200 27.200 2.6300 27.300 2.6300 27.400 2.6400 27.500 2.6400 27.600 2.6500 27.700 2.6500 27.800 2.6600 27.900 2.6700 28.000 2.6700 28.100 2.6800 28.300 2.6800 28.400 2.6900 28.500 2.7000 28.600 2.7000 28.700 2.7100 29.000 2.7100 29.100 2.7200 29.300 2.7200 29.400 2.7300 29.700 2.7300 29.800 2.7400 29.900 2.7500 30.100 2.7500 30.200 2.7600 30.500 2.7600 30.600 2.7700 31.000 2.7700 31.100 2.7800 31.300 2.7800 31.400 2.7900 31.500 2.7900 31.600 2.8000 31.800 2.8000 31.900 2.8100 32.000 2.8100 32.100 2.8200 32.500 2.8200 32.600 2.8300 32.700 2.8300 32.800 2.8400 32.900 2.8400 33.000 2.8500 33.100 2.8600 ------------------------------------------------------------------------------------------ Name: NA1450 Base Flow(cfs): 0.000 Init Stage(ft): 16.800 Group: A Warn Stage(ft): 30.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 11.860 0.0100 22.900 0.0100 23.000 0.0100 23.700 0.0100 23.800 0.0100 24.500 0.0100 24.600 0.0300 24.700 0.0400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 390 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.800 0.0500 24.900 0.0700 25.000 0.0800 25.100 0.1000 25.200 0.1200 25.300 0.1300 25.400 0.1400 25.500 0.1500 25.600 0.1600 25.700 0.1700 25.800 0.1800 25.900 0.1800 26.000 0.1900 26.100 0.1900 26.200 0.2000 26.400 0.2000 26.500 0.2100 26.700 0.2100 26.800 0.2200 27.100 0.2200 27.200 0.2300 27.500 0.2300 27.600 0.2400 27.900 0.2400 28.000 0.2500 28.100 0.2500 28.200 0.2600 28.300 0.2600 28.400 0.2700 28.500 0.2700 28.600 0.2800 28.800 0.2800 28.900 0.2900 29.300 0.2900 29.400 0.3000 29.900 0.3000 30.000 0.3100 30.600 0.3100 ------------------------------------------------------------------------------------------ Name: NA1460 Base Flow(cfs): 0.000 Init Stage(ft): 20.520 Group: A Warn Stage(ft): 34.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.420 0.0100 28.500 0.0100 28.600 0.0100 29.200 0.0100 29.300 0.0100 30.100 0.0100 30.200 0.0200 30.500 0.0200 30.600 0.0300 31.200 0.0300 31.300 0.0400 32.100 0.0400 32.200 0.0500 32.900 0.0500 33.000 0.0600 33.300 0.0600 33.400 0.0700 33.500 0.0700 33.600 0.0800 33.700 0.0800 33.800 0.0900 33.900 0.1000 34.000 0.1000 34.100 0.1100 34.400 0.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 391 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA1470 Base Flow(cfs): 0.000 Init Stage(ft): 24.300 Group: A Plunge Factor: 1.00 Warn Stage(ft): 34.300 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 24.300 0.1000 34.300 0.1000 ------------------------------------------------------------------------------------------ Name: NA1480 Base Flow(cfs): 0.000 Init Stage(ft): 24.960 Group: A Plunge Factor: 1.00 Warn Stage(ft): 46.300 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 24.860 0.0100 33.200 0.0100 33.300 0.0100 33.600 0.0100 33.700 0.0100 33.800 0.0100 33.900 0.0200 34.000 0.0300 34.100 0.0400 34.200 0.0400 34.300 0.0600 34.400 0.0700 34.500 0.0800 34.600 0.1000 34.700 0.1100 34.800 0.1200 34.900 0.1300 35.000 0.1400 35.100 0.1600 35.200 0.1700 35.300 0.1800 35.400 0.1900 35.500 0.2000 35.600 0.2100 35.700 0.2200 35.800 0.2300 35.900 0.2400 36.000 0.2500 36.100 0.2500 36.200 0.2600 36.300 0.2700 36.400 0.2800 36.500 0.2900 36.600 0.3000 36.700 0.3200 36.800 0.3200 36.900 0.3300 37.000 0.3400 37.100 0.3500 37.200 0.3600 37.300 0.3700 37.400 0.3800 37.500 0.3900 37.600 0.4000 37.700 0.4100 37.800 0.4200 37.900 0.4300 38.000 0.4400 38.100 0.4500 38.200 0.4600 38.300 0.4700 38.400 0.4800 38.500 0.4900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 392 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 38.600 0.5100 38.700 0.5100 38.800 0.5200 38.900 0.5300 39.000 0.5400 39.100 0.5500 39.200 0.5600 39.300 0.5700 39.400 0.5800 39.500 0.5800 39.600 0.5900 39.700 0.6100 39.800 0.6100 39.900 0.6200 40.000 0.6400 40.100 0.6500 40.200 0.6600 40.300 0.6700 40.400 0.6800 40.500 0.6900 40.600 0.7000 40.700 0.7100 40.800 0.7200 40.900 0.7300 41.000 0.7400 41.100 0.7400 41.200 0.7600 41.300 0.7700 41.400 0.7800 41.500 0.7900 41.600 0.8000 41.700 0.8100 41.800 0.8200 41.900 0.8300 42.000 0.8400 42.100 0.8500 42.200 0.8700 42.300 0.8800 42.400 0.8800 42.500 0.8900 42.600 0.9100 42.700 0.9200 42.800 0.9300 42.900 0.9300 43.000 0.9400 43.100 0.9500 43.200 0.9600 43.300 0.9600 43.400 0.9700 43.500 0.9800 43.600 0.9800 43.700 0.9900 43.800 1.0000 43.900 1.0100 44.000 1.0200 44.100 1.0300 44.200 1.0400 44.300 1.0600 44.400 1.0700 44.500 1.0800 44.600 1.0900 44.700 1.1000 44.800 1.1100 44.900 1.1200 45.000 1.1300 45.100 1.1400 45.200 1.1600 45.300 1.1800 45.400 1.1900 45.500 1.2100 45.600 1.2300 45.700 1.2500 45.800 1.2600 45.900 1.2700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 393 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.000 1.2800 46.300 1.2800 ------------------------------------------------------------------------------------------ Name: NA1490 Base Flow(cfs): 0.000 Init Stage(ft): 34.540 Group: A Warn Stage(ft): 45.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 34.440 0.0100 42.000 0.0100 42.100 0.0100 42.500 0.0100 42.600 0.0100 42.800 0.0100 42.900 0.0200 43.100 0.0200 43.200 0.0300 43.300 0.0300 43.400 0.0400 43.500 0.0500 43.600 0.0500 43.700 0.0600 43.800 0.0600 43.900 0.0700 44.000 0.0700 44.100 0.0800 44.200 0.0800 44.300 0.0900 44.900 0.0900 45.000 0.1000 45.300 0.1000 45.400 0.1100 ------------------------------------------------------------------------------------------ Name: NA1500 Base Flow(cfs): 0.000 Init Stage(ft): 34.670 Group: A Warn Stage(ft): 57.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 34.570 0.0100 43.200 0.0100 43.300 0.0100 43.700 0.0100 43.800 0.0100 44.000 0.0100 44.100 0.0200 44.200 0.0300 44.300 0.0500 44.400 0.0600 44.500 0.0700 44.600 0.0800 44.700 0.0900 44.800 0.1000 44.900 0.1100 45.000 0.1100 45.100 0.1300 45.200 0.1400 45.300 0.1500 45.400 0.1500 45.500 0.1700 45.600 0.1800 45.700 0.1900 45.800 0.2000 45.900 0.2000 46.000 0.2100 46.100 0.2100 46.200 0.2200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 394 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.300 0.2300 46.400 0.2400 46.500 0.2400 46.600 0.2500 46.700 0.2500 46.800 0.2600 46.900 0.2700 47.000 0.2700 47.100 0.2800 47.200 0.2800 47.300 0.2900 47.400 0.2900 47.500 0.3000 47.600 0.3000 47.700 0.3100 47.800 0.3200 47.900 0.3200 48.000 0.3300 48.200 0.3300 48.300 0.3400 48.400 0.3400 48.500 0.3500 48.600 0.3500 48.700 0.3600 48.800 0.3600 48.900 0.3700 49.000 0.3700 49.100 0.3800 49.200 0.3800 49.300 0.3900 49.400 0.3900 49.500 0.4000 49.600 0.4000 49.700 0.4100 49.800 0.4100 49.900 0.4200 50.000 0.4200 50.100 0.4300 50.200 0.4300 50.300 0.4400 50.400 0.4400 50.500 0.4500 50.600 0.4500 50.700 0.4600 50.800 0.4600 50.900 0.4700 51.000 0.4700 51.100 0.4800 51.200 0.4900 51.300 0.4900 51.400 0.5000 51.600 0.5000 51.700 0.5100 51.800 0.5100 51.900 0.5200 52.000 0.5200 52.100 0.5300 52.200 0.5300 52.300 0.5400 52.400 0.5400 52.500 0.5500 52.600 0.5500 52.700 0.5600 52.800 0.5600 52.900 0.5700 53.000 0.5800 53.100 0.5800 53.200 0.5900 53.300 0.5900 53.400 0.6000 53.500 0.6100 53.600 0.6100 53.700 0.6200 53.800 0.6200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 395 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.900 0.6300 54.000 0.6400 54.100 0.6500 54.200 0.6600 54.300 0.6700 54.400 0.6800 54.500 0.6900 54.600 0.7000 54.700 0.7200 54.800 0.7400 54.900 0.7700 55.000 0.8000 55.100 0.8300 55.200 0.8700 55.300 0.9000 55.400 0.9400 55.500 0.9700 55.600 0.9900 55.700 1.0100 55.800 1.0200 55.900 1.0400 56.000 1.0500 56.100 1.0700 56.200 1.0900 56.300 1.1200 56.400 1.1400 56.500 1.1500 56.600 1.1700 56.700 1.1800 56.800 1.1800 56.900 1.1900 57.000 1.1900 ------------------------------------------------------------------------------------------ Name: NA1510 Base Flow(cfs): 0.000 Init Stage(ft): 35.790 Group: A Plunge Factor: 1.00 Warn Stage(ft): 56.500 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 35.690 0.0100 45.000 0.0100 45.100 0.0100 45.200 0.0100 45.300 0.0200 45.400 0.0400 45.500 0.0600 45.600 0.0700 45.700 0.0800 45.800 0.1000 45.900 0.1000 46.000 0.1100 46.100 0.1100 46.200 0.1200 46.300 0.1200 46.400 0.1300 46.500 0.1300 46.600 0.1400 46.700 0.1400 46.800 0.1500 46.900 0.1500 47.000 0.1600 47.100 0.1600 47.200 0.1700 47.300 0.1700 47.400 0.1800 47.500 0.1800 47.600 0.1900 47.800 0.1900 47.900 0.2000 48.000 0.2000 48.100 0.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 396 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 48.200 0.2100 48.300 0.2200 48.500 0.2200 48.600 0.2300 48.700 0.2300 48.800 0.2400 48.900 0.2400 49.000 0.2500 49.100 0.2500 49.200 0.2600 49.400 0.2600 49.500 0.2700 49.700 0.2700 49.800 0.2800 49.900 0.2800 50.000 0.2900 50.200 0.2900 50.300 0.3000 50.400 0.3000 50.500 0.3100 50.600 0.3100 50.700 0.3200 50.900 0.3200 51.000 0.3300 51.100 0.3300 51.200 0.3400 51.300 0.3400 51.400 0.3500 51.600 0.3500 51.700 0.3600 51.800 0.3700 51.900 0.3700 52.000 0.3800 52.100 0.3800 52.200 0.3900 52.300 0.4000 52.400 0.4000 52.500 0.4100 52.600 0.4100 52.700 0.4200 52.800 0.4200 52.900 0.4300 53.000 0.4300 53.100 0.4400 53.200 0.4500 53.300 0.4500 53.400 0.4600 53.500 0.4600 53.600 0.4700 53.700 0.4700 53.800 0.4800 53.900 0.4900 54.000 0.4900 54.100 0.5000 54.200 0.5100 54.300 0.5200 54.400 0.5300 54.500 0.5400 54.600 0.5500 54.700 0.5700 54.800 0.5800 54.900 0.5900 55.000 0.5900 55.100 0.6000 55.200 0.6000 55.300 0.6100 55.400 0.6100 55.500 0.6200 55.600 0.6300 55.700 0.6400 55.800 0.6500 55.900 0.6500 56.000 0.6600 56.100 0.6600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 397 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.200 0.6700 56.300 0.6700 56.400 0.6800 56.500 0.6800 ------------------------------------------------------------------------------------------ Name: NA1520 Base Flow(cfs): 0.000 Init Stage(ft): 37.520 Group: A Warn Stage(ft): 58.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 37.420 0.0100 42.300 0.0100 42.400 0.0100 42.700 0.0100 42.800 0.0100 43.500 0.0100 43.600 0.0200 44.300 0.0200 44.400 0.0300 44.600 0.0300 44.700 0.0400 45.200 0.0400 45.300 0.0500 45.400 0.0500 45.500 0.0600 45.600 0.0600 45.700 0.0700 45.800 0.0700 45.900 0.0800 46.100 0.0800 46.200 0.0900 46.300 0.0900 46.400 0.1000 46.500 0.1000 46.600 0.1100 46.700 0.1200 46.800 0.1200 46.900 0.1300 47.000 0.1400 47.100 0.1600 47.200 0.1700 47.300 0.1900 47.400 0.2000 47.500 0.2200 47.600 0.2300 47.700 0.2400 47.800 0.2500 47.900 0.2600 48.000 0.2700 48.100 0.2800 48.200 0.2900 48.300 0.3100 48.400 0.3200 48.500 0.3300 48.600 0.3400 48.700 0.3500 48.800 0.3500 48.900 0.3600 49.000 0.3700 49.100 0.3700 49.200 0.3800 49.300 0.3800 49.400 0.3900 49.500 0.3900 49.600 0.4000 49.700 0.4100 49.800 0.4200 49.900 0.4200 50.000 0.4300 50.100 0.4400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 398 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.200 0.4500 50.300 0.4500 50.400 0.4600 50.500 0.4700 50.600 0.4700 50.700 0.4800 50.800 0.4800 50.900 0.4900 51.100 0.4900 51.200 0.5000 51.300 0.5000 51.400 0.5100 51.500 0.5200 51.600 0.5400 51.700 0.5400 51.800 0.5500 51.900 0.5700 52.000 0.5700 52.100 0.5800 52.200 0.5900 52.300 0.6000 52.400 0.6100 52.500 0.6200 52.600 0.6300 52.700 0.6400 52.800 0.6500 52.900 0.6600 53.000 0.6600 53.100 0.6700 53.200 0.6700 53.300 0.6800 53.400 0.6800 53.500 0.6900 53.600 0.6900 53.700 0.7000 53.900 0.7000 54.000 0.7100 54.200 0.7100 54.300 0.7200 54.600 0.7200 54.700 0.7300 54.800 0.7400 54.900 0.7500 55.000 0.7600 55.100 0.7800 55.200 0.8300 55.300 0.9000 55.400 0.9600 55.500 1.0300 55.600 1.0800 55.700 1.1200 55.800 1.1500 55.900 1.1600 56.000 1.1800 56.100 1.2000 56.200 1.2300 56.300 1.2400 56.400 1.2500 56.500 1.2800 56.600 1.3800 56.700 1.5900 56.800 1.6600 56.900 1.6800 57.000 1.7100 57.100 1.7300 57.200 1.7400 57.900 1.7400 58.000 1.7500 58.100 1.7500 ------------------------------------------------------------------------------------------ Name: NA1530 Base Flow(cfs): 0.000 Init Stage(ft): 41.840 Group: A Warn Stage(ft): 57.000 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 399 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 41.740 0.0100 42.400 0.0100 42.500 0.0100 42.600 0.0100 42.700 0.0200 43.000 0.0200 43.100 0.0300 43.200 0.0300 43.300 0.0400 43.700 0.0400 43.800 0.0500 44.000 0.0500 44.100 0.0600 44.600 0.0600 44.700 0.0700 44.800 0.0800 45.000 0.0800 45.100 0.0900 45.200 0.0900 45.300 0.1000 45.400 0.1000 45.500 0.1100 45.600 0.1100 45.700 0.1200 45.800 0.1200 45.900 0.1300 46.000 0.1400 46.100 0.1500 46.200 0.1600 46.300 0.1700 46.400 0.1800 46.500 0.2100 46.600 0.2200 46.700 0.2400 46.800 0.2600 46.900 0.2800 47.000 0.2900 47.100 0.3100 47.200 0.3200 47.300 0.3300 47.400 0.3400 47.500 0.3600 47.600 0.3700 47.700 0.3800 47.800 0.3900 47.900 0.4100 48.000 0.4200 48.100 0.4300 48.200 0.4400 48.300 0.4600 48.400 0.4700 48.500 0.4900 48.600 0.5000 48.700 0.5200 48.800 0.5300 48.900 0.5400 49.000 0.5500 49.100 0.5700 49.200 0.5800 49.300 0.6000 49.400 0.6200 49.500 0.6300 49.600 0.6500 49.700 0.6600 49.800 0.6800 49.900 0.7000 50.000 0.7100 50.100 0.7300 50.200 0.7500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 400 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.300 0.7600 50.400 0.7700 50.500 0.7900 50.600 0.8000 50.700 0.8100 50.800 0.8300 50.900 0.8400 51.000 0.8500 51.100 0.8600 51.200 0.8700 51.300 0.8900 51.400 0.9000 51.500 0.9100 51.600 0.9300 51.700 0.9300 51.800 0.9500 51.900 0.9600 52.000 0.9800 52.100 0.9900 52.200 1.0000 52.300 1.0100 52.400 1.0300 52.500 1.0500 52.600 1.0700 52.700 1.0800 52.800 1.0900 52.900 1.1000 53.000 1.1200 53.100 1.1300 53.200 1.1500 53.300 1.1600 53.400 1.1700 53.500 1.1800 53.600 1.1900 53.700 1.2100 53.800 1.2200 53.900 1.2400 54.000 1.2500 54.100 1.2600 54.200 1.2700 54.300 1.2800 54.400 1.3000 54.500 1.3100 54.600 1.3300 54.700 1.3500 54.800 1.3800 54.900 1.4200 55.000 1.4600 55.100 1.4800 55.200 1.5000 55.300 1.5200 55.400 1.5400 55.500 1.5700 55.600 1.5800 55.700 1.6100 55.800 1.6200 55.900 1.6400 56.000 1.6600 56.100 1.6700 56.200 1.6800 56.300 1.6900 56.400 1.7100 56.500 1.7300 56.600 1.7400 56.700 1.7400 56.800 1.7500 57.000 1.7500 ------------------------------------------------------------------------------------------ Name: NA1540 Base Flow(cfs): 0.000 Init Stage(ft): 42.540 Group: A Warn Stage(ft): 56.200 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 401 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 42.440 0.0100 42.800 0.0100 42.900 0.0100 43.100 0.0100 43.200 0.0100 43.600 0.0100 43.700 0.0200 44.000 0.0200 44.100 0.0300 44.200 0.0400 44.300 0.0400 44.400 0.0500 44.500 0.0600 44.600 0.0700 44.700 0.0700 44.800 0.0800 44.900 0.0800 45.000 0.0900 45.400 0.0900 45.500 0.1000 45.700 0.1000 45.800 0.1100 46.200 0.1100 46.300 0.1200 46.600 0.1200 46.700 0.1300 47.000 0.1300 47.100 0.1400 47.200 0.1400 47.300 0.1500 47.500 0.1500 47.600 0.1600 47.700 0.1600 47.800 0.1700 47.900 0.1800 48.000 0.2000 48.100 0.2100 48.200 0.2300 48.300 0.2500 48.400 0.2700 48.500 0.2900 48.600 0.3000 48.700 0.3200 48.800 0.3300 48.900 0.3400 49.000 0.3600 49.100 0.3700 49.200 0.3800 49.300 0.3900 49.400 0.4100 49.500 0.4200 49.600 0.4300 49.700 0.4400 49.800 0.4500 49.900 0.4700 50.000 0.4700 50.100 0.4800 50.200 0.4900 50.300 0.5000 50.400 0.5100 50.500 0.5100 50.600 0.5200 50.700 0.5300 50.800 0.5300 50.900 0.5400 51.000 0.5500 51.100 0.5500 51.200 0.5600 51.300 0.5600 51.400 0.5700 51.500 0.5800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 402 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.600 0.5800 51.700 0.5900 51.800 0.5900 51.900 0.6000 52.000 0.6000 52.100 0.6100 52.300 0.6100 52.400 0.6200 52.500 0.6300 52.700 0.6300 52.800 0.6400 53.000 0.6400 53.100 0.6500 53.400 0.6500 53.500 0.6600 54.000 0.6600 54.100 0.6700 54.200 0.6700 54.300 0.6800 54.400 0.6800 54.500 0.6900 54.600 0.6900 54.700 0.7000 54.800 0.7000 54.900 0.7100 55.000 0.7200 55.100 0.7200 55.200 0.7300 55.300 0.7400 55.400 0.7600 55.500 0.7700 55.600 0.7900 55.700 0.8100 55.800 0.8300 55.900 0.8400 56.200 0.8400 ------------------------------------------------------------------------------------------ Name: NA1550 Base Flow(cfs): 0.000 Init Stage(ft): 50.300 Group: A Warn Stage(ft): 57.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.300 0.0100 50.700 0.0100 50.800 0.0100 50.900 0.0400 51.000 0.0700 51.100 0.0700 51.200 0.0800 51.400 0.0800 51.500 0.0900 51.600 0.0900 51.700 0.1000 51.800 0.1000 51.900 0.1100 52.000 0.1200 52.200 0.1200 52.300 0.1300 52.500 0.1300 52.600 0.1400 52.700 0.1500 52.800 0.1600 53.000 0.1600 53.100 0.1700 53.200 0.1700 53.300 0.1800 53.500 0.1800 53.600 0.1900 53.700 0.2000 53.800 0.2000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 403 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.900 0.2100 54.000 0.2100 54.100 0.2200 54.200 0.2300 54.300 0.2400 54.400 0.2400 54.500 0.2500 54.600 0.2600 54.700 0.2600 54.800 0.2700 54.900 0.2800 55.000 0.3000 55.100 0.3200 55.200 0.3600 55.300 0.4100 55.400 0.4700 55.500 0.5500 55.600 0.6400 55.700 0.7800 55.800 0.9200 55.900 1.0700 56.000 1.2000 56.100 1.3000 56.200 1.4100 56.300 1.4900 56.400 1.6000 56.500 1.7100 56.600 1.7900 56.700 1.8700 56.800 1.9200 56.900 1.9400 57.000 1.9500 57.600 1.9500 ------------------------------------------------------------------------------------------ Name: NA1560 Base Flow(cfs): 0.000 Init Stage(ft): 47.100 Group: A Warn Stage(ft): 59.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.100 0.0100 47.500 0.0100 47.600 0.0100 49.200 0.0100 49.300 0.0200 49.400 0.0200 49.500 0.6400 49.700 0.6400 49.800 0.6500 49.900 0.6600 50.000 0.6600 50.100 0.6700 50.200 0.6800 50.300 0.6900 50.400 0.7000 50.500 0.7100 50.600 0.7100 50.700 0.7200 50.800 0.7300 51.000 0.7300 51.100 0.7400 51.200 0.7500 51.300 0.7600 51.400 0.7700 51.500 0.7800 51.600 0.7900 51.700 0.7900 51.800 0.8000 51.900 0.8100 52.000 0.8200 52.100 0.8200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 404 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.200 0.8300 52.300 0.8400 52.400 0.8400 52.500 0.8500 52.600 0.8600 52.800 0.8600 52.900 0.8700 53.300 0.8700 53.400 0.8800 53.700 0.8800 53.800 0.8900 53.900 0.9000 54.000 0.9000 54.100 0.9100 54.200 0.9200 54.300 0.9400 54.400 0.9600 54.500 0.9800 54.600 1.0100 54.700 1.0300 54.800 1.0500 54.900 1.0700 55.000 1.0900 55.100 1.1000 55.200 1.1200 55.300 1.1500 55.400 1.1900 55.500 1.2200 55.600 1.2500 55.700 1.3000 55.800 1.3800 55.900 1.5200 56.000 1.7400 56.100 2.0100 56.200 2.2700 56.300 2.5800 56.400 2.9600 56.500 3.3900 56.600 3.9500 56.700 4.4100 56.800 4.7900 56.900 5.0900 57.000 5.3200 57.100 5.5300 57.200 5.7700 57.300 6.1000 57.400 6.4500 57.500 6.8400 57.600 7.2500 57.700 7.6000 57.800 7.9900 57.900 8.4000 58.000 8.8000 58.100 9.2300 58.200 9.7300 58.300 10.2900 58.400 10.9800 58.500 11.7900 58.600 12.7200 58.700 13.0300 58.800 13.2000 58.900 13.2800 59.000 13.3100 59.100 13.3300 59.200 13.3400 59.300 13.3500 59.400 13.3600 59.600 13.3600 ------------------------------------------------------------------------------------------ Name: NA1570 Base Flow(cfs): 0.000 Init Stage(ft): 44.000 Group: A Plunge Factor: 1.00 Warn Stage(ft): 57.300 Type: Manhole, Flat Floor $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 405 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 43.900 0.0100 54.200 0.0100 54.300 0.0100 54.500 0.0100 54.600 0.0100 54.700 0.0200 54.800 0.0300 54.900 0.0500 55.000 0.0700 55.100 0.0900 55.200 0.1300 55.300 0.1600 55.400 0.1800 55.500 0.2000 55.600 0.2300 55.700 0.2500 55.800 0.2600 55.900 0.2600 56.000 0.2700 56.100 0.2700 56.200 0.2800 56.300 0.2800 56.400 0.2900 56.500 0.2900 56.600 0.3000 56.700 0.3000 56.800 0.3100 56.900 0.3300 57.000 0.3300 57.100 0.3400 57.200 0.3400 57.300 0.3500 ------------------------------------------------------------------------------------------ Name: NA1580 Base Flow(cfs): 0.000 Init Stage(ft): 50.000 Group: A Plunge Factor: 1.00 Warn Stage(ft): 62.600 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 49.900 0.0100 53.800 0.0100 53.900 0.0100 54.000 0.0100 54.100 0.0200 54.200 0.0400 54.300 0.0800 54.400 0.1400 54.500 0.2100 54.600 0.2800 54.700 0.3500 54.800 0.4500 54.900 0.5300 55.000 0.6200 55.100 0.7300 55.200 0.8400 55.300 0.9400 55.400 1.0500 55.500 1.1700 55.600 1.2600 55.700 1.3600 55.800 1.4400 55.900 1.5200 56.000 1.6000 56.100 1.6500 56.200 1.7200 56.300 1.7800 56.400 1.8500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 406 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.500 1.9500 56.600 2.0400 56.700 2.1600 56.800 2.2800 56.900 2.4000 57.000 2.5100 57.100 2.6300 57.200 2.7700 57.300 2.8800 57.400 3.0000 57.500 3.1400 57.600 3.3000 57.700 3.4600 57.800 3.6000 57.900 3.7200 58.000 3.8300 58.100 3.9500 58.200 4.0500 58.300 4.1600 58.400 4.2500 58.500 4.3500 58.600 4.4600 58.700 4.5700 58.800 4.6900 58.900 4.8200 59.000 4.9400 59.100 5.0800 59.200 5.2300 59.300 5.4200 59.400 5.6200 59.500 5.8300 59.600 6.0800 59.700 6.3500 59.800 6.6500 59.900 6.9400 60.000 7.2700 60.100 7.6800 60.200 8.0900 60.300 8.4700 60.400 8.8300 60.500 9.1700 60.600 9.5300 60.700 9.9100 60.800 10.3100 60.900 10.7500 61.000 11.2000 61.100 11.6900 61.200 12.1500 61.300 12.6100 61.400 13.1400 61.500 13.6200 61.600 14.0600 61.700 14.4400 61.800 14.8200 61.900 15.0000 62.000 15.1300 62.100 15.2000 62.200 15.2600 62.300 15.2800 62.600 15.2800 ------------------------------------------------------------------------------------------ Name: NA1590 Base Flow(cfs): 0.000 Init Stage(ft): 52.000 Group: A Warn Stage(ft): 59.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 51.900 0.0100 54.500 0.0100 54.600 0.0100 54.900 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 407 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.000 0.0100 55.200 0.0100 55.300 0.0200 55.400 0.0200 55.500 0.0300 55.600 0.0400 55.700 0.0500 55.800 0.0600 55.900 0.0700 56.000 0.0800 56.100 0.1100 56.200 0.1400 56.300 0.1800 56.400 0.2400 56.500 0.2800 56.600 0.3100 56.700 0.3400 56.800 0.3800 56.900 0.4200 57.000 0.4800 57.100 0.5400 57.200 0.5800 57.300 0.6300 57.400 0.6800 57.500 0.7300 57.600 0.7900 57.700 0.8500 57.800 0.9200 57.900 1.0100 58.000 1.1100 58.100 1.2500 58.200 1.3500 58.300 1.4100 58.400 1.4400 58.500 1.4500 58.600 1.4600 58.800 1.4600 58.900 1.4700 59.000 1.4700 ------------------------------------------------------------------------------------------ Name: NA1600 Base Flow(cfs): 0.000 Init Stage(ft): 25.570 Group: A Plunge Factor: 1.00 Warn Stage(ft): 35.570 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 25.570 0.1000 35.570 0.1000 ------------------------------------------------------------------------------------------ Name: NA1610 Base Flow(cfs): 0.000 Init Stage(ft): 47.640 Group: A Warn Stage(ft): 57.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 44.100 0.0100 44.300 0.0100 44.400 0.0100 45.200 0.0100 45.300 0.0200 45.800 0.0200 45.900 0.0300 46.200 0.0300 46.300 0.0400 46.600 0.0400 46.700 0.0500 46.900 0.0500 47.000 0.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 408 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 47.200 0.0600 47.300 0.0700 47.400 0.0800 47.500 0.0900 47.900 0.0900 48.000 0.1000 48.300 0.1000 48.400 0.1100 48.700 0.1100 48.800 0.1200 49.000 0.1200 49.100 0.1300 49.200 0.1900 49.300 0.4400 49.400 0.4500 49.500 0.4600 49.600 0.4700 49.700 0.4700 49.800 0.4800 49.900 0.4900 50.000 0.5000 50.100 0.5100 50.200 0.5200 50.300 0.5300 50.400 0.5500 50.500 0.6000 50.600 0.6600 50.700 0.7200 50.800 0.7900 50.900 0.8600 51.000 0.9200 51.100 1.0000 51.200 1.0800 51.300 1.1700 51.400 1.2500 51.500 1.3100 51.600 1.3600 51.700 1.4200 51.800 1.4800 51.900 1.5800 52.000 1.6700 52.100 1.7700 52.200 1.8800 52.300 2.0000 52.400 2.1700 52.500 2.3800 52.600 2.4900 52.700 2.5700 52.800 2.6300 52.900 2.7000 53.000 2.7700 53.100 2.8500 53.200 2.9400 53.300 3.0300 53.400 3.1300 53.500 3.2400 53.600 3.3600 53.700 3.4300 53.800 3.4900 53.900 3.5400 54.000 3.6000 54.100 3.6500 54.200 3.6800 54.300 3.7100 54.400 3.7400 54.500 3.7600 54.600 3.8000 54.700 3.8400 54.800 3.9300 54.900 4.0000 55.000 4.0500 55.100 4.0900 55.200 4.1100 55.300 4.1200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 409 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.400 4.1300 55.500 4.1400 55.600 4.1500 55.700 4.1600 55.800 4.1700 55.900 4.1800 56.000 4.1900 56.100 4.1900 56.200 4.2000 56.300 4.2100 56.400 4.2300 56.500 4.2400 56.600 4.2500 56.700 4.2600 56.800 4.2600 56.900 4.2700 57.100 4.2700 ------------------------------------------------------------------------------------------ Name: NA1620 Base Flow(cfs): 0.000 Init Stage(ft): 50.640 Group: A Warn Stage(ft): 57.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.540 0.0100 51.300 0.0100 51.400 0.5100 51.900 0.5100 52.000 0.5200 52.300 0.5200 52.400 0.5300 52.500 0.5400 52.600 0.5500 52.700 0.5700 52.800 0.5900 52.900 0.6000 53.000 0.6300 53.100 0.6800 53.200 0.7300 53.300 0.7900 53.400 0.8400 53.500 0.9100 53.600 0.9700 53.700 1.0300 53.800 1.1000 53.900 1.1900 54.000 1.3300 54.100 1.4800 54.200 1.6000 54.300 1.7300 54.400 1.8800 54.500 2.0400 54.600 2.1600 54.700 2.2700 54.800 2.4000 54.900 2.4900 55.000 2.6200 55.100 2.7200 55.200 2.8200 55.300 2.9400 55.400 3.0300 55.500 3.1100 55.600 3.2200 55.700 3.3100 55.800 3.4800 55.900 3.6900 56.000 3.8600 56.100 4.0300 56.200 4.2400 56.300 4.4500 56.400 4.6100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 410 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.500 4.6500 56.600 4.6600 56.700 4.6700 56.800 4.6800 57.100 4.6800 57.200 4.6900 57.400 4.6900 ------------------------------------------------------------------------------------------ Name: NA1630 Base Flow(cfs): 0.000 Init Stage(ft): 26.050 Group: A Warn Stage(ft): 40.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 25.950 0.0100 31.400 0.0100 31.500 0.0100 31.800 0.0100 31.900 0.0100 32.000 0.0100 32.100 0.0200 32.200 0.0400 32.300 0.0600 32.400 0.0900 32.500 0.1300 32.600 0.1800 32.700 0.2500 32.800 0.3300 32.900 0.4100 33.000 0.5000 33.100 0.6100 33.200 0.7000 33.300 0.7800 33.400 0.8400 33.500 0.8900 33.600 0.9200 33.700 0.9600 33.800 0.9900 33.900 1.0000 34.000 1.0200 34.100 1.0300 34.200 1.0400 34.300 1.0500 34.400 1.0500 34.500 1.0600 34.700 1.0600 34.800 1.0700 34.900 1.0700 35.000 1.0800 35.200 1.0800 35.300 1.0900 35.400 1.0900 35.500 1.1000 35.600 1.1000 35.700 1.1100 35.800 1.1100 35.900 1.1200 36.000 1.1200 36.100 1.1300 36.200 1.1300 36.300 1.1400 36.400 1.1400 36.500 1.1500 36.700 1.1500 36.800 1.1600 36.900 1.1600 37.000 1.1700 37.200 1.1700 37.300 1.1800 37.400 1.1900 37.600 1.1900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 411 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.700 1.2000 37.800 1.2000 37.900 1.2100 38.100 1.2100 38.200 1.2200 38.300 1.2200 38.400 1.2300 38.600 1.2300 38.700 1.2400 38.800 1.2400 38.900 1.2500 39.100 1.2500 39.200 1.2600 39.300 1.2600 39.400 1.2700 39.500 1.2700 39.600 1.2800 39.700 1.2800 39.800 1.2900 40.800 1.2900 ------------------------------------------------------------------------------------------ Name: NA1640 Base Flow(cfs): 0.000 Init Stage(ft): 30.560 Group: A Warn Stage(ft): 53.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 30.400 0.0100 30.500 0.0100 30.600 0.0100 30.700 0.0100 30.800 0.0200 30.900 0.0400 31.000 0.0500 31.100 0.0700 31.200 0.1000 31.300 0.1300 31.400 0.1600 31.500 0.1900 31.600 0.2000 31.700 0.2200 31.800 0.2300 31.900 0.2400 32.000 0.2400 32.100 0.2500 32.200 0.2600 32.300 0.2700 32.400 0.2800 32.500 0.2800 32.600 0.2900 32.700 0.3000 32.800 0.3100 32.900 0.3200 33.000 0.3500 33.100 0.3700 33.200 0.3800 33.300 0.3900 33.400 0.3900 33.500 0.4000 33.600 0.4100 33.700 0.4100 33.800 0.4200 33.900 0.4200 34.000 0.4300 34.100 0.4300 34.200 0.4400 34.300 0.4400 34.400 0.4500 34.500 0.4600 34.600 0.4700 34.700 0.4700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 412 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.800 0.4800 34.900 0.4900 35.000 0.5100 35.100 0.5200 35.200 0.5300 35.300 0.5500 35.400 0.5600 35.500 0.5800 35.600 0.6000 35.700 0.6200 35.800 0.6400 35.900 0.6600 36.000 0.6800 36.100 0.7100 36.200 0.7400 36.300 0.7600 36.400 0.7900 36.500 0.8300 36.600 0.8700 36.700 0.9100 36.800 0.9500 36.900 1.0000 37.000 1.0500 37.100 1.0900 37.200 1.1500 37.300 1.1900 37.400 1.2500 37.500 1.3100 37.600 1.3600 37.700 1.4000 37.800 1.4600 37.900 1.5100 38.000 1.5600 38.100 1.6100 38.200 1.6600 38.300 1.7200 38.400 1.7600 38.500 1.8200 38.600 1.8700 38.700 1.9200 38.800 1.9700 38.900 2.0200 39.000 2.0800 39.100 2.1400 39.200 2.2100 39.300 2.3000 39.400 2.3900 39.500 2.4800 39.600 2.5600 39.700 2.6500 39.800 2.7300 39.900 2.8300 40.000 2.9700 40.100 3.0800 40.200 3.1600 40.300 3.2400 40.400 3.3000 40.500 3.3700 40.600 3.4500 40.700 3.5300 40.800 3.6100 40.900 3.7200 41.000 3.8200 41.100 3.9300 41.200 4.0300 41.300 4.1600 41.400 4.3300 41.500 4.5300 41.600 4.7000 41.700 4.8400 41.800 5.0600 41.900 5.2600 42.000 5.3900 42.100 5.5200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 413 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.200 5.6800 42.300 6.0200 42.400 6.2200 42.500 6.2800 42.600 6.3200 42.700 6.3500 42.800 6.3800 42.900 6.4000 43.000 6.4300 43.100 6.4500 43.200 6.4600 43.300 6.4800 43.400 6.5000 43.500 6.5100 43.600 6.5300 43.700 6.5400 43.800 6.5600 43.900 6.5700 44.000 6.5900 44.100 6.6000 44.200 6.6200 44.300 6.6300 44.400 6.6500 44.500 6.6600 44.600 6.6700 44.700 6.6800 44.800 6.6800 44.900 6.6900 45.000 6.7000 45.100 6.7100 45.200 6.7200 45.300 6.7400 45.400 6.7500 45.500 6.7600 45.600 6.7700 45.700 6.7800 45.800 6.7900 45.900 6.8100 46.000 6.8300 46.100 6.8400 46.200 6.8500 46.300 6.8700 46.400 6.8800 46.500 6.9000 46.600 6.9100 46.700 6.9300 46.800 6.9500 46.900 6.9600 47.000 6.9800 47.100 7.0100 47.200 7.0300 47.300 7.0500 47.400 7.0700 47.500 7.1000 47.600 7.1300 47.700 7.1700 47.800 7.2000 47.900 7.2200 48.000 7.2400 48.100 7.2600 48.200 7.2700 48.300 7.2900 48.400 7.3100 48.500 7.3300 48.600 7.3500 48.700 7.3700 48.800 7.3800 48.900 7.4000 49.000 7.4100 49.100 7.4300 49.200 7.4500 49.300 7.4600 49.400 7.4800 49.500 7.5000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 414 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.600 7.5300 49.700 7.5400 49.800 7.5600 49.900 7.5800 50.000 7.5900 50.100 7.6100 50.200 7.6200 50.300 7.6400 50.400 7.6400 50.500 7.6600 50.600 7.6700 50.700 7.6800 50.800 7.7000 50.900 7.7100 51.000 7.7300 51.100 7.7500 51.200 7.7700 51.300 7.7700 51.400 7.7800 51.500 7.7900 51.600 7.8000 51.700 7.8000 51.800 7.8100 51.900 7.8100 52.000 7.8200 52.100 7.8200 52.200 7.8300 52.300 7.8300 52.400 7.8400 52.500 7.8400 52.600 7.8500 52.800 7.8500 52.900 7.8600 53.100 7.8600 ------------------------------------------------------------------------------------------ Name: NA1650 Base Flow(cfs): 0.000 Init Stage(ft): 42.300 Group: A Warn Stage(ft): 53.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 42.300 0.0100 42.400 0.0100 42.700 0.0100 42.800 0.0200 43.100 0.0200 43.200 0.0300 43.500 0.0300 43.600 0.0400 43.800 0.0400 43.900 0.0500 44.000 0.0500 44.100 0.0600 44.200 0.0600 44.300 0.0700 44.400 0.0700 44.500 0.0800 44.600 0.0800 44.700 0.0900 44.800 0.0900 44.900 0.1000 45.000 0.1100 45.100 0.1300 45.200 0.1700 45.300 0.2000 45.400 0.2300 45.500 0.2700 45.600 0.2900 45.700 0.3200 45.800 0.3400 45.900 0.3700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 415 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.000 0.3900 46.100 0.4200 46.200 0.4400 46.300 0.4700 46.400 0.4900 46.500 0.5200 46.600 0.5500 46.700 0.5800 46.800 0.6000 46.900 0.6200 47.000 0.6400 47.100 0.6600 47.200 0.6800 47.300 0.6900 47.400 0.7000 47.500 0.7200 47.600 0.7400 47.700 0.7600 47.800 0.7700 47.900 0.7800 48.000 0.8000 48.100 0.8100 48.200 0.8200 48.300 0.8300 48.400 0.8400 48.500 0.8500 48.600 0.8600 48.700 0.8700 48.800 0.8800 48.900 0.8900 49.000 0.8900 49.100 0.9000 49.200 0.9100 49.300 0.9200 49.400 0.9300 49.500 0.9400 49.600 0.9500 49.700 0.9600 49.800 0.9700 49.900 0.9800 50.000 0.9900 50.100 1.0000 50.200 1.0100 50.300 1.0100 50.400 1.0200 50.500 1.0300 50.600 1.0400 50.700 1.0500 50.800 1.0500 50.900 1.0600 51.000 1.0700 51.100 1.0700 51.200 1.0800 51.300 1.0800 51.400 1.0900 51.500 1.1000 51.600 1.1000 51.700 1.1100 51.800 1.1200 51.900 1.1200 52.000 1.1300 52.100 1.1300 52.200 1.1400 52.300 1.1400 52.400 1.1500 52.600 1.1500 52.700 1.1600 52.900 1.1600 53.000 1.1700 53.500 1.1700 ------------------------------------------------------------------------------------------ Name: NA1660 Base Flow(cfs): 0.000 Init Stage(ft): 49.400 Group: A Warn Stage(ft): 56.900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 416 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.400 0.0100 49.500 0.0100 49.600 0.0100 49.700 0.0100 49.800 0.0200 50.000 0.0200 50.100 0.0300 50.200 0.0300 50.300 0.0400 50.800 0.0400 50.900 0.0500 51.000 0.0500 51.100 0.0600 51.200 0.0600 51.300 0.0700 51.400 0.0700 51.500 0.0800 51.600 0.0900 51.700 0.1000 51.800 0.1100 51.900 0.1300 52.000 0.1400 52.100 0.1600 52.200 0.1800 52.300 0.2000 52.400 0.2200 52.500 0.2500 52.600 0.2800 52.700 0.3100 52.800 0.3300 52.900 0.3600 53.000 0.3900 53.100 0.4200 53.200 0.4500 53.300 0.4700 53.400 0.5000 53.500 0.5300 53.600 0.5600 53.700 0.5800 53.800 0.6000 53.900 0.6200 54.000 0.6500 54.100 0.6700 54.200 0.7000 54.300 0.7300 54.400 0.7600 54.500 0.8000 54.600 0.8400 54.700 0.8700 54.800 0.9100 54.900 0.9500 55.000 0.9800 55.100 1.0200 55.200 1.0600 55.300 1.0900 55.400 1.1200 55.500 1.1500 55.600 1.1800 55.700 1.2100 55.800 1.2300 55.900 1.2500 56.000 1.2700 56.100 1.2800 56.200 1.3000 56.300 1.3200 56.400 1.3300 56.500 1.3500 56.600 1.3700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 417 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.700 1.3900 56.800 1.4000 56.900 1.4000 ------------------------------------------------------------------------------------------ Name: NA1670 Base Flow(cfs): 0.000 Init Stage(ft): 52.200 Group: A Warn Stage(ft): 57.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 52.200 0.0100 52.300 0.0100 52.400 0.0100 52.500 0.0200 52.600 0.0300 52.700 0.0400 52.800 0.0500 52.900 0.0600 53.000 0.0700 53.100 0.0900 53.200 0.1100 53.300 0.1300 53.400 0.1600 53.500 0.1700 53.600 0.1800 53.700 0.2000 53.800 0.2300 53.900 0.2500 54.000 0.2600 54.100 0.2800 54.200 0.2900 54.300 0.3100 54.400 0.3500 54.500 0.4000 54.600 0.4600 54.700 0.5200 54.800 0.6300 54.900 0.7300 55.000 0.8900 55.100 1.0800 55.200 1.3000 55.300 1.5100 55.400 1.6900 55.500 1.8400 55.600 1.9400 55.700 2.0200 55.800 2.0900 55.900 2.1500 56.000 2.2100 56.100 2.2800 56.200 2.3400 56.300 2.3900 56.400 2.4400 56.500 2.4700 56.600 2.5100 56.700 2.5400 56.800 2.5400 56.900 2.5500 57.000 2.5600 57.500 2.5600 57.600 2.5700 57.700 2.5700 ------------------------------------------------------------------------------------------ Name: NA1680 Base Flow(cfs): 0.000 Init Stage(ft): 22.900 Group: A Warn Stage(ft): 33.800 Type: Stage/Area Stage(ft) Area(ac) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 418 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- 22.700 0.0100 22.800 0.0100 23.100 0.0100 23.200 0.0200 23.300 0.0200 23.400 0.0300 23.500 0.0300 23.600 0.0400 23.800 0.0400 23.900 0.0500 24.000 0.0600 24.100 0.0600 24.200 0.0700 24.300 0.0900 24.400 0.1300 24.500 0.1900 24.600 0.2800 24.700 0.3900 24.800 0.5100 24.900 0.6600 25.000 0.9000 25.100 1.2200 25.200 1.5200 25.300 1.8600 25.400 2.2500 25.500 2.6200 25.600 3.0000 25.700 3.3300 25.800 3.6100 25.900 3.8700 26.000 4.0800 26.100 4.3300 26.200 4.5200 26.300 4.6900 26.400 4.8600 26.500 5.0500 26.600 5.3500 26.700 5.5600 26.800 5.6700 26.900 5.7400 27.000 5.8000 27.100 5.8300 27.200 5.8500 27.300 5.8600 27.400 5.8800 27.500 5.8900 27.600 5.9000 27.700 5.9100 27.800 5.9200 27.900 5.9300 28.000 5.9400 28.100 5.9400 28.200 5.9500 28.300 5.9600 28.500 5.9600 28.600 5.9700 28.700 5.9700 28.800 5.9800 28.900 5.9900 29.000 6.0000 29.100 6.0100 29.200 6.0200 29.300 6.0300 29.400 6.0400 29.500 6.0500 29.600 6.0500 29.700 6.0600 29.800 6.0700 30.000 6.0700 30.100 6.0800 30.200 6.0900 30.400 6.0900 30.500 6.1000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 419 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.600 6.1000 30.700 6.1100 30.800 6.1100 30.900 6.1200 31.000 6.1200 31.100 6.1300 31.200 6.1300 31.300 6.1400 31.400 6.1400 31.500 6.1500 31.700 6.1500 31.800 6.1600 32.200 6.1600 32.300 6.1700 32.700 6.1700 32.800 6.1800 32.900 6.1900 33.000 6.1900 33.100 6.2100 33.200 6.2200 33.300 6.2200 33.400 6.2300 33.500 6.2300 33.600 6.2400 33.700 6.2400 33.800 6.2500 ------------------------------------------------------------------------------------------ Name: NA1690 Base Flow(cfs): 0.000 Init Stage(ft): 20.580 Group: A Warn Stage(ft): 37.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 19.920 0.0100 24.700 0.0100 24.800 0.0100 24.900 0.0100 25.000 0.0100 25.100 0.0100 25.200 0.0200 25.300 0.0400 25.400 0.0600 25.500 0.1000 25.600 0.1400 25.700 0.1900 25.800 0.2300 25.900 0.2500 26.000 0.2900 26.100 0.3200 26.200 0.3400 26.300 0.3600 26.400 0.3900 26.500 0.4100 26.600 0.4400 26.700 0.4700 26.800 0.4900 26.900 0.5100 27.000 0.5400 27.100 0.5600 27.200 0.5800 27.300 0.6000 27.400 0.6200 27.500 0.6300 27.600 0.6500 27.700 0.6700 27.800 0.6900 27.900 0.7000 28.000 0.7200 28.100 0.7300 28.200 0.7400 28.300 0.7600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 420 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.400 0.7700 28.500 0.7900 28.600 0.8000 28.700 0.8100 28.800 0.8200 28.900 0.8300 29.000 0.8400 29.100 0.8600 29.200 0.8700 29.300 0.8800 29.400 0.9000 29.500 0.9100 29.600 0.9300 29.700 0.9500 29.800 0.9700 29.900 1.0000 30.000 1.0300 30.100 1.0700 30.200 1.1100 30.300 1.1400 30.400 1.1700 30.500 1.2000 30.600 1.2400 30.700 1.2600 30.800 1.2900 30.900 1.3300 31.000 1.3500 31.100 1.3800 31.200 1.4000 31.300 1.4300 31.400 1.4600 31.500 1.4900 31.600 1.5200 31.700 1.5500 31.800 1.5700 31.900 1.6000 32.000 1.6200 32.100 1.6400 32.200 1.6400 32.300 1.6500 32.400 1.6600 32.500 1.6700 32.600 1.6800 32.700 1.6900 32.800 1.7000 32.900 1.7100 33.000 1.7100 33.100 1.7200 33.200 1.7300 33.300 1.7400 33.400 1.7500 33.500 1.7600 33.600 1.7700 33.800 1.7700 33.900 1.7800 34.000 1.7900 34.100 1.7900 34.200 1.8000 34.300 1.8000 34.400 1.8100 34.500 1.8100 34.600 1.8200 34.700 1.8200 34.800 1.8300 34.900 1.8300 35.000 1.8400 35.300 1.8400 35.400 1.8500 35.800 1.8500 35.900 1.8600 36.700 1.8600 36.800 1.8700 37.500 1.8700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 421 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA1700 Base Flow(cfs): 0.000 Init Stage(ft): 20.600 Group: A Warn Stage(ft): 43.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.500 0.0100 27.600 0.0100 27.700 0.0100 28.200 0.0100 28.300 0.0100 28.900 0.0100 29.000 0.0200 29.200 0.0200 29.300 0.0300 29.500 0.0300 29.600 0.0400 29.700 0.0400 29.800 0.0500 30.000 0.0500 30.100 0.0600 30.200 0.0700 30.300 0.0700 30.400 0.0800 30.500 0.0800 30.600 0.0900 30.700 0.1000 30.800 0.1000 30.900 0.1100 31.000 0.1100 31.100 0.1200 31.200 0.1300 31.300 0.1400 31.400 0.1500 31.500 0.1500 31.600 0.1600 31.700 0.1700 31.800 0.1700 31.900 0.1800 32.000 0.1800 32.100 0.1900 32.200 0.2000 32.300 0.2000 32.400 0.2100 32.500 0.2200 32.700 0.2200 32.800 0.2300 32.900 0.2300 33.000 0.2400 33.100 0.2400 33.200 0.2500 33.300 0.2500 33.400 0.2600 33.500 0.2700 33.600 0.2700 33.700 0.2900 33.800 0.2900 33.900 0.3100 34.000 0.3300 34.100 0.3500 34.200 0.3700 34.300 0.4100 34.400 0.4400 34.500 0.4700 34.600 0.4900 34.700 0.5200 34.800 0.5400 34.900 0.5600 35.000 0.5900 35.100 0.6300 35.200 0.6600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 422 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.300 0.6900 35.400 0.7300 35.500 0.7500 35.600 0.7700 35.700 0.7900 35.800 0.8100 35.900 0.8400 36.000 0.8500 36.100 0.8700 36.200 0.8900 36.300 0.9000 36.400 0.9300 36.500 0.9400 36.600 0.9600 36.700 0.9800 36.800 0.9900 36.900 1.0100 37.000 1.0300 37.100 1.0400 37.200 1.0600 37.300 1.0700 37.400 1.0900 37.500 1.1000 37.600 1.1200 37.700 1.1400 37.800 1.1600 37.900 1.1700 38.000 1.1900 38.100 1.2100 38.200 1.2300 38.300 1.2500 38.400 1.2800 38.500 1.3100 38.600 1.3400 38.700 1.3700 38.800 1.3900 38.900 1.4100 39.000 1.4300 39.100 1.4500 39.200 1.4700 39.300 1.5000 39.400 1.5400 39.500 1.5700 39.600 1.6000 39.700 1.6200 39.800 1.6600 39.900 1.6800 40.000 1.7000 40.100 1.7200 40.200 1.7500 40.300 1.7700 40.400 1.7800 40.500 1.8000 40.600 1.8200 40.700 1.8400 40.800 1.8600 40.900 1.8800 41.000 1.9000 41.100 1.9200 41.200 1.9400 41.300 1.9600 41.400 1.9700 41.500 1.9800 41.600 1.9900 41.700 2.0100 41.800 2.0200 41.900 2.0200 42.000 2.0300 42.100 2.0400 42.300 2.0400 42.400 2.0500 42.800 2.0500 42.900 2.0600 43.700 2.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 423 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA1710 Base Flow(cfs): 0.000 Init Stage(ft): 21.140 Group: A Warn Stage(ft): 43.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 21.040 0.0100 22.100 0.0100 22.200 0.7400 22.300 0.7400 22.400 0.7500 22.500 0.7600 22.600 0.7600 22.700 0.7700 22.800 0.7800 23.000 0.7800 23.100 0.7900 23.200 0.7900 23.300 0.8000 23.400 0.8000 23.500 0.8100 23.700 0.8100 23.800 0.8200 23.900 0.8200 24.000 0.8300 24.100 0.8400 24.200 0.8500 24.300 0.8600 24.400 0.8700 24.500 0.9000 24.600 0.9500 24.700 1.0200 24.800 1.1800 24.900 1.4000 25.000 1.7200 25.100 2.0700 25.200 2.4400 25.300 2.8500 25.400 3.2900 25.500 3.6900 25.600 4.0000 25.700 4.3300 25.800 4.6800 25.900 5.0300 26.000 5.3200 26.100 5.5400 26.200 5.7200 26.300 5.9200 26.400 6.2400 26.500 6.7100 26.600 7.3600 26.700 8.0400 26.800 8.6300 26.900 8.8400 27.000 8.9700 27.100 9.0700 27.200 9.1700 27.300 9.2700 27.400 9.3700 27.500 9.4700 27.600 9.5700 27.700 9.6800 27.800 9.7700 27.900 9.8600 28.000 9.9600 28.100 10.0500 28.200 10.1300 28.300 10.2100 28.400 10.3100 28.500 10.4100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 424 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.600 10.5100 28.700 10.6200 28.800 10.7300 28.900 10.8400 29.000 10.9900 29.100 11.1300 29.200 11.2500 29.300 11.3600 29.400 11.4700 29.500 11.5400 29.600 11.6100 29.700 11.6700 29.800 11.7500 29.900 11.8200 30.000 11.9000 30.100 11.9800 30.200 12.0600 30.300 12.1600 30.400 12.2500 30.500 12.3300 30.600 12.4200 30.700 12.4800 30.800 12.5400 30.900 12.6000 31.000 12.6600 31.100 12.7000 31.200 12.7500 31.300 12.8100 31.400 12.8500 31.500 12.8900 31.600 12.9300 31.700 12.9700 31.800 13.0100 31.900 13.0500 32.000 13.1000 32.100 13.1500 32.200 13.2000 32.300 13.2500 32.400 13.2900 32.500 13.3300 32.600 13.3700 32.700 13.4000 32.800 13.4200 32.900 13.4400 33.000 13.4500 33.100 13.4700 33.200 13.4800 33.300 13.5000 33.400 13.5100 33.500 13.5200 33.600 13.5300 33.700 13.5500 33.800 13.5700 33.900 13.5800 34.000 13.5900 34.100 13.6000 34.200 13.6100 34.300 13.6200 34.400 13.6300 34.500 13.6400 34.600 13.6500 34.700 13.6600 34.800 13.6600 34.900 13.6700 35.000 13.6800 35.100 13.6900 35.200 13.7000 35.300 13.7100 35.400 13.7200 35.500 13.7400 35.600 13.7400 35.700 13.7500 35.800 13.7600 35.900 13.7700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 425 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 36.000 13.7800 36.100 13.7900 36.200 13.8000 36.300 13.8100 36.400 13.8200 36.500 13.8300 36.600 13.8400 36.700 13.8600 36.800 13.8700 36.900 13.8900 37.000 13.9100 37.100 13.9200 37.200 13.9400 37.300 13.9700 37.400 13.9900 37.500 14.0100 37.600 14.0400 37.700 14.0600 37.800 14.0900 37.900 14.1300 38.000 14.1700 38.100 14.2200 38.200 14.2600 38.300 14.3000 38.400 14.3300 38.500 14.3500 38.600 14.3600 38.700 14.3800 38.800 14.3800 38.900 14.3900 39.200 14.3900 39.300 14.4000 39.500 14.4000 39.600 14.4100 39.800 14.4100 39.900 14.4200 40.000 14.4200 40.100 14.4300 40.400 14.4300 40.500 14.4400 40.700 14.4400 40.800 14.4500 41.000 14.4500 41.100 14.4600 41.400 14.4600 41.500 14.4700 41.900 14.4700 42.000 14.4800 42.500 14.4800 42.600 14.4900 43.000 14.4900 43.100 14.5000 43.500 14.5000 43.600 14.5100 43.800 14.5100 ------------------------------------------------------------------------------------------ Name: NA1720 Base Flow(cfs): 0.000 Init Stage(ft): 15.940 Group: A Warn Stage(ft): 25.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 15.840 0.0100 18.600 0.0100 18.700 0.0100 19.300 0.0100 19.400 0.0100 19.600 0.0100 19.700 0.0200 19.800 0.0300 19.900 0.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 426 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.000 0.0800 20.100 0.1000 20.200 0.1300 20.300 0.1500 20.400 0.2000 20.500 0.2900 20.600 0.4000 20.700 0.5300 20.800 0.7600 20.900 1.0800 21.000 1.4300 21.100 1.7100 21.200 1.8900 21.300 2.0300 21.400 2.1700 21.500 2.3200 21.600 2.4700 21.700 2.6000 21.800 2.7200 21.900 2.8100 22.000 2.9000 22.100 2.9800 22.200 3.0500 22.300 3.1500 22.400 3.2100 22.500 3.2800 22.600 3.3400 22.700 3.4100 22.800 3.4800 22.900 3.5600 23.000 3.6600 23.100 3.7500 23.200 3.8100 23.300 3.8400 23.400 3.8800 23.500 3.9200 23.600 3.9500 23.700 3.9900 23.800 4.0200 23.900 4.0400 24.000 4.0400 24.100 4.0500 24.300 4.0500 24.400 4.0600 25.700 4.0600 ------------------------------------------------------------------------------------------ Name: NA1730 Base Flow(cfs): 0.000 Init Stage(ft): 19.170 Group: A Warn Stage(ft): 30.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.300 0.3600 18.400 0.3600 18.500 0.3700 18.600 0.3700 18.700 0.3800 18.800 0.3800 18.900 0.3900 19.000 0.3900 19.100 0.4000 19.200 0.4000 19.300 0.4100 19.400 0.4200 19.500 0.4200 19.600 0.4300 19.800 0.4300 19.900 0.4400 20.000 0.4500 20.100 0.4600 20.200 0.4700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 427 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.300 0.4900 20.400 0.4900 20.500 0.5000 20.600 0.5200 20.700 0.5300 20.800 0.5500 20.900 0.5700 21.000 0.5800 21.100 0.6000 21.200 0.6300 21.300 0.6700 21.400 0.7200 21.500 0.7500 21.600 0.8000 21.700 0.8600 21.800 0.9100 21.900 0.9700 22.000 1.0300 22.100 1.1200 22.200 1.2900 22.300 1.8100 22.400 3.4100 22.500 4.2700 22.600 4.6600 22.700 5.0200 22.800 5.3900 22.900 5.7500 23.000 6.0200 23.100 6.2500 23.200 6.4900 23.300 6.7200 23.400 7.0600 23.500 7.4700 23.600 7.8800 23.700 8.1300 23.800 8.2600 23.900 8.3900 24.000 8.4600 24.100 8.5200 24.200 8.5700 24.300 8.6200 24.400 8.6600 24.500 8.7000 24.600 8.7400 24.700 8.7800 24.800 8.8100 24.900 8.8500 25.000 8.8800 25.100 8.9300 25.200 8.9500 25.300 8.9900 25.400 9.0200 25.500 9.0600 25.600 9.0900 25.700 9.1300 25.800 9.1600 25.900 9.1900 26.000 9.2200 26.100 9.2600 26.200 9.3000 26.300 9.3400 26.400 9.3700 26.500 9.4100 26.600 9.4400 26.700 9.4900 26.800 9.5200 26.900 9.5600 27.000 9.5900 27.100 9.6300 27.200 9.6700 27.300 9.7100 27.400 9.7400 27.500 9.7700 27.600 9.8000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 428 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.700 9.8300 27.800 9.8500 27.900 9.8700 28.000 9.8800 28.100 9.8900 28.200 9.9100 28.300 9.9300 28.400 9.9400 28.500 9.9700 28.600 9.9900 28.700 10.0200 28.800 10.0500 28.900 10.0800 29.000 10.1200 29.100 10.1500 29.200 10.1800 29.300 10.2000 29.400 10.2200 29.500 10.2300 29.600 10.2400 29.700 10.2400 29.800 10.2600 29.900 10.2600 30.000 10.2700 30.100 10.2800 30.200 10.2800 30.300 10.2900 30.600 10.2900 30.700 10.3000 30.900 10.3000 ------------------------------------------------------------------------------------------ Name: NA1740 Base Flow(cfs): 0.000 Init Stage(ft): 17.560 Group: A Warn Stage(ft): 26.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.460 0.0100 22.000 0.0100 22.100 0.0100 22.200 0.0100 22.300 0.0600 22.400 0.1300 22.500 0.1900 22.600 0.2600 22.700 0.3300 22.800 0.3800 22.900 0.4300 23.000 0.4700 23.100 0.5200 23.200 0.5800 23.300 0.6400 23.400 0.7200 23.500 0.7900 23.600 0.8700 23.700 0.9800 23.800 1.0500 23.900 1.1100 24.000 1.1700 24.100 1.2500 24.200 1.3500 24.300 1.4800 24.400 1.6000 24.500 1.6500 24.600 1.6700 24.700 1.7000 24.800 1.7200 24.900 1.7300 25.000 1.7500 25.100 1.7600 25.200 1.7700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 429 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.300 1.7800 25.400 1.7900 25.500 1.8100 25.600 1.8300 25.700 1.8700 25.800 1.9000 25.900 1.9200 26.000 1.9300 26.600 1.9300 ------------------------------------------------------------------------------------------ Name: NA1750 Base Flow(cfs): 0.000 Init Stage(ft): 18.640 Group: A Warn Stage(ft): 28.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.540 0.0100 19.500 0.0100 19.600 0.0100 19.700 0.0100 19.800 0.0100 19.900 0.0200 20.000 0.0400 20.100 0.0600 20.200 0.0700 20.300 0.0800 20.400 0.0900 20.500 0.1100 20.600 0.1200 20.700 0.1300 20.800 0.1600 20.900 0.2100 21.000 0.4300 21.100 0.6600 21.200 0.8300 21.300 0.9600 21.400 1.0700 21.500 1.1800 21.600 1.2900 21.700 1.3700 21.800 1.4800 21.900 1.6000 22.000 1.7200 22.100 1.8500 22.200 1.9800 22.300 2.1200 22.400 2.2700 22.500 2.4200 22.600 2.5900 22.700 2.7800 22.800 3.0000 22.900 3.1800 23.000 3.3500 23.100 3.5000 23.200 3.6500 23.300 3.7600 23.400 3.8600 23.500 3.9500 23.600 4.0200 23.700 4.0900 23.800 4.1600 23.900 4.2300 24.000 4.3000 24.100 4.3700 24.200 4.4400 24.300 4.5300 24.400 4.6300 24.500 4.7300 24.600 4.8200 24.700 4.9200 24.800 5.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 430 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.900 5.0900 25.000 5.1600 25.100 5.2800 25.200 5.3900 25.300 5.5100 25.400 5.6100 25.500 5.7200 25.600 5.8400 25.700 6.0100 25.800 6.1600 25.900 6.2800 26.000 6.3400 26.100 6.3900 26.200 6.4200 26.300 6.4600 26.400 6.4900 26.500 6.5200 26.600 6.5300 26.700 6.5500 26.800 6.5700 26.900 6.5900 27.000 6.6200 27.100 6.6400 27.200 6.6600 27.300 6.6700 27.400 6.6800 27.500 6.6900 27.600 6.6900 27.700 6.7000 27.900 6.7000 28.000 6.7100 28.200 6.7100 ------------------------------------------------------------------------------------------ Name: NA1760 Base Flow(cfs): 0.000 Init Stage(ft): 18.700 Group: A Warn Stage(ft): 32.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.400 0.0100 17.800 0.0100 17.900 0.0100 19.300 0.0100 19.400 0.0200 19.900 0.0200 20.000 0.0300 20.300 0.0300 20.400 0.0400 20.600 0.0400 20.700 0.0500 20.800 0.0600 20.900 0.0700 21.000 0.0700 21.100 0.0800 21.200 0.1000 21.300 0.1100 21.400 0.1200 21.500 0.1300 21.600 0.1400 21.700 0.1500 21.800 0.1600 21.900 0.1700 22.000 0.1700 22.100 0.1800 22.200 0.1800 22.300 0.2000 22.400 0.2000 22.500 0.2200 22.600 0.2300 22.700 0.2400 22.800 0.2500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 431 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.900 0.2700 23.000 0.2800 23.100 0.3000 23.200 0.3100 23.300 0.3200 23.400 0.3400 23.500 0.3500 23.600 0.3700 23.700 0.3900 23.800 0.4100 23.900 0.4300 24.000 0.4600 24.100 0.4900 24.200 0.5500 24.300 0.6200 24.400 0.7300 24.500 0.8100 24.600 0.8900 24.700 0.9600 24.800 1.0500 24.900 1.1300 25.000 1.2100 25.100 1.2900 25.200 1.3900 25.300 1.4900 25.400 1.5700 25.500 1.6400 25.600 1.7200 25.700 1.7800 25.800 1.8400 25.900 1.8900 26.000 1.9500 26.100 2.0100 26.200 2.0800 26.300 2.1800 26.400 2.2900 26.500 2.3900 26.600 2.4800 26.700 2.5700 26.800 2.6500 26.900 2.7400 27.000 2.8800 27.100 3.0700 27.200 3.1200 27.300 3.1500 27.400 3.1900 27.500 3.2200 27.600 3.2500 27.700 3.2800 27.800 3.3000 27.900 3.3300 28.000 3.3400 28.100 3.3500 28.200 3.3600 28.300 3.3700 28.400 3.3800 28.500 3.3900 28.600 3.4000 28.700 3.4100 28.800 3.4200 28.900 3.4200 29.000 3.4300 29.100 3.4300 29.200 3.4400 29.300 3.4500 29.500 3.4500 29.600 3.4600 29.700 3.4700 29.800 3.4700 29.900 3.4800 30.000 3.4800 30.100 3.4900 30.200 3.4900 30.300 3.5000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 432 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.400 3.5100 30.500 3.5200 30.600 3.5300 30.700 3.5300 30.800 3.5400 30.900 3.5400 31.000 3.5500 31.100 3.5500 31.200 3.5600 31.300 3.5600 31.400 3.5700 31.900 3.5700 32.000 3.5800 32.200 3.5800 32.300 3.5900 32.500 3.5900 ------------------------------------------------------------------------------------------ Name: NA1770 Base Flow(cfs): 0.000 Init Stage(ft): 20.280 Group: A Warn Stage(ft): 33.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.180 0.0100 21.000 0.0100 21.100 0.0100 21.500 0.0100 21.600 0.0100 21.700 0.0200 21.800 0.0300 21.900 0.0600 22.000 0.0900 22.100 0.1100 22.200 0.1300 22.300 0.1400 22.400 0.1500 22.500 0.1600 22.600 0.1700 22.700 0.1700 22.800 0.1800 22.900 0.1900 23.100 0.1900 23.200 0.2000 23.300 0.2000 23.400 0.2100 23.700 0.2100 23.800 0.2200 23.900 0.2200 24.000 0.2300 24.200 0.2300 24.300 0.2400 24.400 0.2400 24.500 0.2500 24.600 0.2500 24.700 0.2600 24.800 0.2600 24.900 0.2700 25.000 0.2700 25.100 0.2800 25.500 0.2800 25.600 0.2900 25.700 0.2900 25.800 0.3000 25.900 0.3000 26.000 0.3200 26.100 0.3500 26.200 0.4000 26.300 0.4500 26.400 0.5000 26.500 0.5300 26.600 0.5800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 433 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.700 0.6200 26.800 0.6700 26.900 0.7000 27.000 0.7400 27.100 0.8000 27.200 0.8600 27.300 0.9200 27.400 0.9800 27.500 1.0700 27.600 1.1700 27.700 1.2600 27.800 1.3500 27.900 1.4600 28.000 1.5900 28.100 1.6900 28.200 1.7800 28.300 1.9000 28.400 1.9900 28.500 2.0800 28.600 2.1600 28.700 2.2300 28.800 2.3000 28.900 2.3800 29.000 2.4700 29.100 2.5300 29.200 2.6100 29.300 2.7000 29.400 2.7800 29.500 2.8700 29.600 2.9300 29.700 2.9800 29.800 3.0100 29.900 3.0400 30.000 3.0800 30.100 3.1000 30.200 3.1300 30.300 3.1500 30.400 3.1600 30.500 3.1700 30.600 3.1800 30.700 3.1900 30.800 3.1900 30.900 3.2000 31.000 3.2000 31.100 3.2100 31.200 3.2200 31.300 3.2300 31.400 3.2500 31.500 3.2600 31.600 3.2700 31.700 3.2800 31.800 3.2800 31.900 3.2900 32.000 3.3000 32.100 3.3100 32.200 3.3200 33.400 3.3200 ------------------------------------------------------------------------------------------ Name: NA1780 Base Flow(cfs): 0.000 Init Stage(ft): 20.440 Group: A Warn Stage(ft): 28.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.340 0.0100 22.000 0.0100 22.100 0.0100 22.600 0.0100 22.700 0.0100 22.800 0.0100 22.900 0.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 434 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.100 0.0200 23.200 0.0300 23.300 0.0300 23.400 0.0400 23.500 0.0400 23.600 0.0500 23.700 0.0600 23.800 0.0600 23.900 0.0700 24.000 0.0800 24.100 0.0800 24.200 0.0900 24.300 0.1000 24.400 0.1100 24.500 0.1100 24.600 0.1300 24.700 0.1300 24.800 0.1500 24.900 0.1700 25.000 0.1800 25.100 0.2000 25.200 0.2200 25.300 0.2500 25.400 0.2900 25.500 0.3200 25.600 0.3700 25.700 0.4300 25.800 0.4700 25.900 0.5100 26.000 0.5400 26.100 0.5800 26.200 0.6200 26.300 0.6400 26.400 0.6600 26.500 0.6900 26.600 0.7100 26.700 0.7200 26.800 0.7400 26.900 0.7600 27.000 0.7700 27.100 0.7800 27.200 0.7800 27.300 0.7900 27.500 0.7900 27.600 0.8000 27.700 0.8000 27.800 0.8100 28.400 0.8100 ------------------------------------------------------------------------------------------ Name: NA1790 Base Flow(cfs): 0.000 Init Stage(ft): 21.340 Group: A Warn Stage(ft): 34.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 21.240 0.0100 23.100 0.0100 23.200 0.0100 24.000 0.0100 24.100 0.0100 24.400 0.0100 24.500 0.0200 24.600 0.0200 24.700 0.0300 24.800 0.0300 24.900 0.0400 25.000 0.0500 25.100 0.0600 25.200 0.0700 25.300 0.0900 25.400 0.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 435 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.500 0.1300 25.600 0.1600 25.700 0.1900 25.800 0.2300 25.900 0.2900 26.000 0.3300 26.100 0.3800 26.200 0.4100 26.300 0.4600 26.400 0.5000 26.500 0.5400 26.600 0.5800 26.700 0.6100 26.800 0.6500 26.900 0.7000 27.000 0.7500 27.100 0.8000 27.200 0.8500 27.300 0.8800 27.400 0.9000 27.500 0.9300 27.600 0.9600 27.700 1.0000 27.800 1.0300 27.900 1.0600 28.000 1.1000 28.100 1.1500 28.200 1.1700 28.300 1.1900 28.400 1.2100 28.500 1.2200 28.600 1.2400 28.700 1.2500 28.800 1.2600 28.900 1.2700 29.000 1.2900 29.100 1.3100 29.200 1.3200 29.300 1.3300 29.400 1.3500 29.500 1.3800 29.600 1.4000 29.700 1.4300 29.800 1.4600 29.900 1.4800 30.000 1.5200 30.100 1.5600 30.200 1.5800 30.300 1.6000 30.400 1.6200 30.500 1.6400 30.600 1.6600 30.700 1.6700 30.800 1.6800 30.900 1.6900 31.000 1.7000 31.100 1.7100 31.200 1.7200 31.300 1.7400 31.400 1.7500 31.500 1.7600 31.600 1.7700 31.700 1.7800 31.800 1.7900 31.900 1.8100 32.000 1.8300 32.100 1.8500 32.200 1.8600 32.300 1.8800 32.400 1.9000 32.500 1.9100 32.600 1.9300 32.700 1.9600 32.800 1.9900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 436 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 32.900 2.0300 33.000 2.0500 33.100 2.0700 33.200 2.0800 33.300 2.0900 33.400 2.1000 33.500 2.1100 33.600 2.1100 33.700 2.1200 33.800 2.1200 33.900 2.1300 34.000 2.1300 34.100 2.1400 34.600 2.1400 ------------------------------------------------------------------------------------------ Name: NA1800 Base Flow(cfs): 0.000 Init Stage(ft): 24.250 Group: A Warn Stage(ft): 35.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 24.150 0.0100 24.700 0.0100 24.800 0.0100 25.500 0.0100 25.600 0.0100 25.900 0.0100 26.000 0.0200 26.100 0.0300 26.200 0.0400 26.300 0.0500 26.400 0.0600 26.500 0.0700 26.600 0.0900 26.700 0.1200 26.800 0.1500 26.900 0.1800 27.000 0.2200 27.100 0.2600 27.200 0.3000 27.300 0.3400 27.400 0.3800 27.500 0.4200 27.600 0.4700 27.700 0.5100 27.800 0.5500 27.900 0.5900 28.000 0.6200 28.100 0.6700 28.200 0.7000 28.300 0.7400 28.400 0.7800 28.500 0.8200 28.600 0.8600 28.700 0.8900 28.800 0.9300 28.900 0.9500 29.000 0.9800 29.100 1.0100 29.200 1.0300 29.300 1.0500 29.400 1.0700 29.500 1.0800 29.600 1.0900 29.700 1.1100 29.800 1.1200 29.900 1.1200 30.000 1.1300 30.100 1.1300 30.200 1.1400 30.300 1.1400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 437 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.400 1.1500 30.600 1.1500 30.700 1.1600 30.900 1.1600 31.000 1.1700 31.400 1.1700 31.500 1.1800 31.700 1.1800 31.800 1.1900 32.000 1.1900 32.100 1.2000 32.500 1.2000 32.600 1.2100 32.700 1.2100 32.800 1.2200 33.000 1.2200 33.100 1.2400 33.200 1.2500 33.300 1.2600 33.400 1.2700 33.500 1.2700 33.600 1.2800 33.700 1.2900 33.800 1.2900 33.900 1.3000 34.100 1.3000 34.200 1.3100 34.400 1.3100 34.500 1.3200 34.600 1.3300 34.800 1.3300 34.900 1.3400 35.400 1.3400 ------------------------------------------------------------------------------------------ Name: NA1810 Base Flow(cfs): 0.000 Init Stage(ft): 22.200 Group: A Warn Stage(ft): 36.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.800 0.0100 21.000 0.0100 21.100 0.5900 21.200 0.6000 21.300 0.6000 21.400 0.6100 21.600 0.6100 21.700 0.6200 21.900 0.6200 22.000 0.6300 22.100 0.6300 22.200 0.6400 22.300 0.6500 22.400 0.6600 22.500 0.6700 22.600 0.6700 22.700 0.6800 22.800 0.6900 22.900 0.7000 23.000 0.7100 23.100 0.7300 23.200 0.7500 23.300 0.7700 23.400 0.8000 23.500 0.8400 23.600 0.8700 23.700 0.9100 23.800 0.9600 23.900 1.0100 24.000 1.0700 24.100 1.1400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 438 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.200 1.2100 24.300 1.2900 24.400 1.3700 24.500 1.4700 24.600 1.5600 24.700 1.6400 24.800 1.7100 24.900 1.8000 25.000 1.8600 25.100 1.9400 25.200 2.0000 25.300 2.0600 25.400 2.1200 25.500 2.1800 25.600 2.2500 25.700 2.3000 25.800 2.3300 25.900 2.3600 26.000 2.4000 26.100 2.4400 26.200 2.4900 26.300 2.5300 26.400 2.5900 26.500 2.6500 26.600 2.7200 26.700 2.7900 26.800 2.8200 26.900 2.8400 27.000 2.8600 27.100 2.8800 27.200 2.9000 27.300 2.9300 27.400 2.9500 27.500 2.9600 27.600 2.9900 27.700 3.0100 27.800 3.0500 27.900 3.0800 28.000 3.1100 28.100 3.1600 28.200 3.1900 28.300 3.2200 28.400 3.2500 28.500 3.2700 28.600 3.3000 28.700 3.3200 28.800 3.3400 28.900 3.3600 29.000 3.3800 29.100 3.4100 29.200 3.4300 29.300 3.4600 29.400 3.4800 29.500 3.5000 29.600 3.5300 29.700 3.5500 29.800 3.5700 29.900 3.5900 30.000 3.6000 30.100 3.6200 30.200 3.6300 30.300 3.6400 30.400 3.6500 30.500 3.6600 30.600 3.6700 30.700 3.6700 30.800 3.6900 30.900 3.7000 31.000 3.7100 31.100 3.7100 31.200 3.7200 31.300 3.7400 31.400 3.7500 31.500 3.7600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 439 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 31.600 3.7700 31.700 3.7800 31.800 3.7900 31.900 3.8000 32.000 3.8100 32.100 3.8200 32.200 3.8400 32.300 3.8500 32.400 3.8700 32.500 3.8800 32.600 3.9000 32.700 3.9100 32.800 3.9300 32.900 3.9400 33.000 3.9500 33.100 3.9600 33.200 3.9700 33.300 3.9800 33.400 3.9800 33.500 3.9900 33.600 3.9900 33.700 4.0000 33.900 4.0000 34.000 4.0100 34.100 4.0200 34.200 4.0200 34.300 4.0300 34.400 4.0300 34.500 4.0400 34.600 4.0500 34.700 4.0600 34.800 4.0700 34.900 4.0800 35.100 4.0800 35.200 4.0900 35.400 4.0900 35.500 4.1000 35.800 4.1000 35.900 4.1100 36.200 4.1100 ------------------------------------------------------------------------------------------ Name: NA1820 Base Flow(cfs): 0.000 Init Stage(ft): 20.920 Group: A Warn Stage(ft): 49.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 20.820 0.0100 22.700 0.0100 22.800 0.0100 23.400 0.0100 23.500 0.0100 23.700 0.0100 23.800 0.0200 23.900 0.0300 24.000 0.0600 24.100 0.0900 24.200 0.1400 24.300 0.1900 24.400 0.2300 24.500 0.2900 24.600 0.3700 24.700 0.4500 24.800 0.5300 24.900 0.6100 25.000 0.6800 25.100 0.7500 25.200 0.8300 25.300 0.8800 25.400 0.9500 25.500 1.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 440 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.600 1.0800 25.700 1.1500 25.800 1.2100 25.900 1.2800 26.000 1.3400 26.100 1.4100 26.200 1.4700 26.300 1.5600 26.400 1.6400 26.500 1.7100 26.600 1.8100 26.700 1.8900 26.800 1.9600 26.900 2.0100 27.000 2.0500 27.100 2.1100 27.200 2.1500 27.300 2.2000 27.400 2.2400 27.500 2.3000 27.600 2.3600 27.700 2.4200 27.800 2.4700 27.900 2.5200 28.000 2.5700 28.100 2.6100 28.200 2.6500 28.300 2.6800 28.400 2.7300 28.500 2.7600 28.600 2.7900 28.700 2.8300 28.800 2.8700 28.900 2.9200 29.000 2.9600 29.100 2.9900 29.200 3.0300 29.300 3.0800 29.400 3.1200 29.500 3.1700 29.600 3.2300 29.700 3.2700 29.800 3.3000 29.900 3.3400 30.000 3.3800 30.100 3.4200 30.200 3.4500 30.300 3.4800 30.400 3.5200 30.500 3.5600 30.600 3.5900 30.700 3.6400 30.800 3.7100 30.900 3.7500 31.000 3.7800 31.100 3.8100 31.200 3.8500 31.300 3.8800 31.400 3.9100 31.500 3.9500 31.600 3.9800 31.700 4.0100 31.800 4.0500 31.900 4.0900 32.000 4.1300 32.100 4.1800 32.200 4.2200 32.300 4.2600 32.400 4.2900 32.500 4.3300 32.600 4.3600 32.700 4.4000 32.800 4.4400 32.900 4.4700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 441 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.000 4.5000 33.100 4.5300 33.200 4.5700 33.300 4.6100 33.400 4.6500 33.500 4.6900 33.600 4.7200 33.700 4.7700 33.800 4.8200 33.900 4.8900 34.000 4.9500 34.100 5.0200 34.200 5.1000 34.300 5.1700 34.400 5.2500 34.500 5.3200 34.600 5.4200 34.700 5.5200 34.800 5.6500 34.900 5.7500 35.000 5.8200 35.100 5.8800 35.200 5.9200 35.300 5.9600 35.400 6.0100 35.500 6.0500 35.600 6.0900 35.700 6.1300 35.800 6.1600 35.900 6.1900 36.000 6.2300 36.100 6.2600 36.200 6.3100 36.300 6.3600 36.400 6.4000 36.500 6.4500 36.600 6.5200 36.700 6.5800 36.800 6.6200 36.900 6.6600 37.000 6.7100 37.100 6.7500 37.200 6.8100 37.300 6.8700 37.400 6.9300 37.500 7.0000 37.600 7.0500 37.700 7.1200 37.800 7.1800 37.900 7.2500 38.000 7.3100 38.100 7.3800 38.200 7.4600 38.300 7.5400 38.400 7.6300 38.500 7.7200 38.600 7.8100 38.700 7.9000 38.800 8.0200 38.900 8.1200 39.000 8.2100 39.100 8.3000 39.200 8.3800 39.300 8.4700 39.400 8.5700 39.500 8.6700 39.600 8.7400 39.700 8.8100 39.800 8.9100 39.900 9.0100 40.000 9.1100 40.100 9.2000 40.200 9.3100 40.300 9.4100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 442 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 40.400 9.5200 40.500 9.6400 40.600 9.7800 40.700 9.9000 40.800 10.0300 40.900 10.1500 41.000 10.2700 41.100 10.3800 41.200 10.5000 41.300 10.6200 41.400 10.7700 41.500 10.9200 41.600 11.0500 41.700 11.1900 41.800 11.3300 41.900 11.4700 42.000 11.6000 42.100 11.7100 42.200 11.8300 42.300 11.9400 42.400 12.0800 42.500 12.2200 42.600 12.3800 42.700 12.5000 42.800 12.5900 42.900 12.6700 43.000 12.7700 43.100 12.8700 43.200 12.9800 43.300 13.1100 43.400 13.2500 43.500 13.3800 43.600 13.5000 43.700 13.6000 43.800 13.7000 43.900 13.8000 44.000 13.9200 44.100 14.0600 44.200 14.1500 44.300 14.2200 44.400 14.2900 44.500 14.3600 44.600 14.4300 44.700 14.4900 44.800 14.5400 44.900 14.6100 45.000 14.7000 45.100 14.7900 45.200 14.8500 45.300 14.9100 45.400 14.9500 45.500 15.0000 45.600 15.0400 45.700 15.0800 45.800 15.1000 45.900 15.1400 46.000 15.1600 46.100 15.1900 46.200 15.2200 46.300 15.2600 46.400 15.2900 46.500 15.3400 46.600 15.3800 46.700 15.4400 46.800 15.5200 46.900 15.6000 47.000 15.6500 47.100 15.7000 47.200 15.7700 47.300 15.8200 47.400 15.8700 47.500 15.9100 47.600 15.9700 47.700 16.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 443 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 47.800 16.0500 47.900 16.0800 48.000 16.1100 48.100 16.1400 48.200 16.1700 48.300 16.1900 48.400 16.2000 48.500 16.2100 48.600 16.2200 48.700 16.2300 48.800 16.2400 48.900 16.2500 49.000 16.2600 49.100 16.2600 49.200 16.2700 49.400 16.2700 ------------------------------------------------------------------------------------------ Name: NA1830 Base Flow(cfs): 0.000 Init Stage(ft): 36.910 Group: A Warn Stage(ft): 64.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 36.810 0.0100 41.200 0.0100 41.300 0.0100 41.500 0.0100 41.600 0.0100 41.900 0.0100 42.000 0.0200 42.100 0.0300 42.200 0.0400 42.300 0.0600 42.400 0.0700 42.500 0.0900 42.600 0.1200 42.700 0.1400 42.800 0.1800 42.900 0.2100 43.000 0.2500 43.100 0.2900 43.200 0.3400 43.300 0.3800 43.400 0.4200 43.500 0.4700 43.600 0.5000 43.700 0.5400 43.800 0.5800 43.900 0.6200 44.000 0.6600 44.100 0.7000 44.200 0.7400 44.300 0.7900 44.400 0.8300 44.500 0.8900 44.600 0.9500 44.700 1.0100 44.800 1.0700 44.900 1.1300 45.000 1.1900 45.100 1.2300 45.200 1.2800 45.300 1.3400 45.400 1.4100 45.500 1.4600 45.600 1.5100 45.700 1.5900 45.800 1.6600 45.900 1.7200 46.000 1.8000 46.100 1.8700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 444 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.200 1.9200 46.300 1.9800 46.400 2.0600 46.500 2.1200 46.600 2.2000 46.700 2.2900 46.800 2.3800 46.900 2.4700 47.000 2.5500 47.100 2.6000 47.200 2.6600 47.300 2.7100 47.400 2.7700 47.500 2.8300 47.600 2.8900 47.700 2.9500 47.800 3.0100 47.900 3.0700 48.000 3.1300 48.100 3.1900 48.200 3.2500 48.300 3.3200 48.400 3.3900 48.500 3.4500 48.600 3.5100 48.700 3.5700 48.800 3.6200 48.900 3.6900 49.000 3.7500 49.100 3.8300 49.200 3.8800 49.300 3.9400 49.400 4.0000 49.500 4.0500 49.600 4.1000 49.700 4.1600 49.800 4.2100 49.900 4.2700 50.000 4.3400 50.100 4.3900 50.200 4.4300 50.300 4.4800 50.400 4.5300 50.500 4.5800 50.600 4.6400 50.700 4.7100 50.800 4.7900 50.900 4.8800 51.000 4.9300 51.100 4.9900 51.200 5.0500 51.300 5.1000 51.400 5.1500 51.500 5.2000 51.600 5.2400 51.700 5.3000 51.800 5.3500 51.900 5.4000 52.000 5.4600 52.100 5.5200 52.200 5.5800 52.300 5.6400 52.400 5.6900 52.500 5.7500 52.600 5.8100 52.700 5.8900 52.800 5.9500 52.900 6.0100 53.000 6.0600 53.100 6.1300 53.200 6.1800 53.300 6.2400 53.400 6.2800 53.500 6.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 445 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.600 6.3700 53.700 6.4200 53.800 6.4600 53.900 6.5000 54.000 6.5200 54.100 6.5500 54.200 6.5700 54.300 6.6000 54.400 6.6300 54.500 6.6500 54.600 6.6700 54.700 6.6900 54.800 6.7000 54.900 6.7300 55.000 6.7400 55.100 6.7700 55.200 6.7900 55.300 6.8100 55.400 6.8300 55.500 6.8400 55.600 6.8600 55.700 6.8700 55.800 6.8900 55.900 6.9000 56.000 6.9200 56.100 6.9300 56.200 6.9500 56.300 6.9600 56.400 6.9800 56.500 6.9900 56.600 7.0100 56.700 7.0200 56.800 7.0300 56.900 7.0500 57.000 7.0700 57.100 7.0800 57.200 7.1000 57.300 7.1100 57.400 7.1300 57.500 7.1400 57.600 7.1500 57.700 7.1600 57.800 7.1800 57.900 7.1900 58.000 7.2000 58.100 7.2200 58.200 7.2300 58.300 7.2500 58.400 7.2800 58.500 7.3000 58.600 7.3200 58.700 7.3300 58.800 7.3500 58.900 7.3700 59.000 7.3900 59.100 7.4000 59.200 7.4100 59.300 7.4300 59.400 7.4400 59.500 7.4600 59.600 7.4800 59.700 7.5000 59.800 7.5200 59.900 7.5500 60.000 7.5700 60.100 7.6000 60.200 7.6300 60.300 7.6600 60.400 7.6800 60.500 7.7000 60.600 7.7200 60.700 7.7300 60.800 7.7500 60.900 7.7700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 446 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.000 7.8000 61.100 7.8100 61.200 7.8300 61.300 7.8500 61.400 7.8700 61.500 7.8900 61.600 7.9000 61.700 7.9200 61.800 7.9300 61.900 7.9400 62.000 7.9600 62.100 7.9800 62.200 7.9900 62.300 8.0100 62.400 8.0200 62.500 8.0300 62.600 8.0400 62.700 8.0600 62.800 8.0700 62.900 8.1000 63.000 8.1300 63.100 8.1400 63.200 8.1600 63.300 8.1700 63.400 8.1800 63.500 8.1900 63.600 8.1900 63.700 8.2000 63.900 8.2000 64.000 8.2100 64.100 8.2100 ------------------------------------------------------------------------------------------ Name: NA1840 Base Flow(cfs): 0.000 Init Stage(ft): 50.120 Group: A Warn Stage(ft): 73.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.020 0.0100 52.300 0.0100 52.400 0.0100 52.800 0.0100 52.900 0.0100 53.000 0.0200 53.200 0.0200 53.300 0.0300 53.400 0.0300 53.500 0.0400 53.700 0.0400 53.800 0.0500 53.900 0.0500 54.000 0.0600 54.200 0.0600 54.300 0.0700 54.400 0.0700 54.500 0.0800 54.600 0.0800 54.700 0.0900 54.800 0.0900 54.900 0.1000 55.100 0.1000 55.200 0.1100 55.400 0.1100 55.500 0.1200 55.600 0.1200 55.700 0.1300 55.800 0.1300 55.900 0.1400 56.000 0.1400 56.100 0.1500 56.200 0.1500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 447 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.300 0.1600 56.400 0.1700 56.500 0.1700 56.600 0.1800 56.700 0.1800 56.800 0.1900 56.900 0.1900 57.000 0.2000 57.100 0.2000 57.200 0.2100 57.400 0.2100 57.500 0.2200 57.700 0.2200 57.800 0.2300 57.900 0.2400 58.100 0.2400 58.200 0.2500 58.300 0.2500 58.400 0.2600 58.500 0.2600 58.600 0.2700 58.700 0.2700 58.800 0.2800 58.900 0.2900 59.000 0.2900 59.100 0.3000 59.200 0.3000 59.300 0.3100 59.400 0.3100 59.500 0.3200 59.600 0.3200 59.700 0.3300 59.900 0.3300 60.000 0.3400 60.300 0.3400 60.400 0.3500 60.500 0.3500 60.600 0.3600 60.800 0.3600 60.900 0.3700 61.000 0.3700 61.100 0.3800 61.200 0.3800 61.300 0.3900 61.500 0.3900 61.600 0.4000 61.700 0.4000 61.800 0.4100 62.000 0.4100 62.100 0.4200 62.300 0.4200 62.400 0.4300 62.600 0.4300 62.700 0.4400 62.900 0.4400 63.000 0.4500 63.100 0.4500 63.200 0.4600 63.500 0.4600 63.600 0.4700 63.800 0.4700 63.900 0.4800 64.100 0.4800 64.200 0.4900 64.400 0.4900 64.500 0.5000 64.700 0.5000 64.800 0.5100 64.900 0.5100 65.000 0.5200 65.100 0.5200 65.200 0.5300 65.300 0.5300 65.400 0.5400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 448 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.500 0.5500 65.600 0.5600 65.700 0.5600 65.800 0.5700 65.900 0.5800 66.000 0.5900 66.100 0.5900 66.200 0.6000 66.300 0.6100 66.400 0.6200 66.500 0.6300 66.600 0.6300 66.700 0.6400 66.800 0.6400 66.900 0.6500 67.000 0.6600 67.100 0.6600 67.200 0.6700 67.300 0.6700 67.400 0.6800 67.500 0.6900 67.600 0.6900 67.700 0.7000 67.800 0.7100 67.900 0.7200 68.000 0.7300 68.100 0.7400 68.200 0.7500 68.300 0.7600 68.400 0.7700 68.500 0.7800 68.600 0.7800 68.700 0.8000 68.800 0.8100 68.900 0.8200 69.000 0.8400 69.100 0.8500 69.200 0.8600 69.300 0.8700 69.400 0.8900 69.500 0.9100 69.600 0.9200 69.700 0.9400 69.800 0.9700 69.900 1.0000 70.000 1.0300 70.100 1.0700 70.200 1.1100 70.300 1.1700 70.400 1.2300 70.500 1.2900 70.600 1.3900 70.700 1.5500 70.800 1.7300 70.900 1.9000 71.000 2.0500 71.100 2.2200 71.200 2.3600 71.300 2.4500 71.400 2.5000 71.500 2.5500 71.600 2.5800 71.700 2.6100 71.800 2.6500 71.900 2.6900 72.000 2.7400 72.100 2.7700 72.200 2.8000 72.300 2.8400 72.400 2.8700 72.500 2.9000 72.600 2.9400 72.700 2.9600 72.800 2.9700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 449 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 72.900 2.9900 73.000 3.0100 73.100 3.0200 73.300 3.0200 73.400 3.0300 73.500 3.0300 73.600 3.0400 73.900 3.0400 ------------------------------------------------------------------------------------------ Name: NA1850 Base Flow(cfs): 0.000 Init Stage(ft): 66.550 Group: A Plunge Factor: 1.00 Warn Stage(ft): 75.300 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 66.450 0.0100 70.600 0.0100 70.700 0.0100 70.800 0.0100 70.900 0.0100 71.000 0.0300 71.100 0.0500 71.200 0.0800 71.300 0.1100 71.400 0.1600 71.500 0.2000 71.600 0.2600 71.700 0.3500 71.800 0.4400 71.900 0.5600 72.000 0.6900 72.100 0.8500 72.200 1.0300 72.300 1.2400 72.400 1.4500 72.500 1.7000 72.600 1.9500 72.700 2.2100 72.800 2.4400 72.900 2.6700 73.000 2.8800 73.100 3.1300 73.200 3.4100 73.300 3.6700 73.400 3.8900 73.500 4.1200 73.600 4.3400 73.700 4.6200 73.800 4.8200 73.900 5.0100 74.000 5.1700 74.100 5.2600 74.200 5.3300 74.300 5.3700 74.400 5.4000 74.500 5.4100 74.600 5.4300 74.700 5.4400 74.800 5.4500 74.900 5.4700 75.000 5.4800 75.100 5.4900 75.300 5.4900 ------------------------------------------------------------------------------------------ Name: NA1860 Base Flow(cfs): 0.000 Init Stage(ft): 69.700 Group: A Warn Stage(ft): 74.400 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 450 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 69.600 0.0100 70.000 0.0100 70.100 0.0100 70.300 0.0100 70.400 0.0100 70.800 0.0100 70.900 0.0200 71.000 0.0200 71.100 0.0300 71.200 0.0300 71.300 0.0400 71.400 0.0500 71.500 0.0600 71.600 0.0700 71.700 0.0800 71.800 0.0900 71.900 0.1000 72.000 0.1200 72.100 0.1500 72.200 0.1900 72.300 0.2400 72.400 0.3000 72.500 0.3600 72.600 0.4200 72.700 0.4800 72.800 0.5600 72.900 0.6200 73.000 0.7000 73.100 0.7800 73.200 0.9200 73.300 1.0700 73.400 1.2300 73.500 1.3700 73.600 1.5100 73.700 1.6900 73.800 1.8100 73.900 1.9000 74.000 1.9500 74.100 1.9800 74.200 2.0000 74.300 2.0100 74.400 2.0200 ------------------------------------------------------------------------------------------ Name: NA1870 Base Flow(cfs): 0.000 Init Stage(ft): 70.660 Group: A Warn Stage(ft): 76.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 70.400 0.0100 70.500 0.0100 70.600 0.0100 71.000 0.0100 71.100 0.0200 71.200 0.0300 71.300 0.0400 71.400 0.0500 71.500 0.0600 71.600 0.0700 71.700 0.0800 71.800 0.0900 71.900 0.0900 72.000 0.1100 72.100 0.1100 72.200 0.1200 72.300 0.1300 72.400 0.1400 72.500 0.1600 72.600 0.1900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 451 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 72.700 0.2200 72.800 0.2600 72.900 0.3100 73.000 0.3600 73.100 0.4100 73.200 0.5100 73.300 0.6500 73.400 0.7900 73.500 0.9400 73.600 1.0800 73.700 1.2300 73.800 1.4500 73.900 1.6800 74.000 1.9600 74.100 2.2700 74.200 2.4900 74.300 2.6700 74.400 2.8100 74.500 2.9200 74.600 2.9900 74.700 3.0700 74.800 3.1200 74.900 3.1600 75.000 3.2000 75.100 3.2300 75.200 3.2500 75.300 3.2500 75.400 3.2600 75.500 3.2700 75.600 3.2800 75.800 3.2800 75.900 3.2900 76.000 3.2900 76.100 3.3000 76.400 3.3000 ------------------------------------------------------------------------------------------ Name: NA1880 Base Flow(cfs): 0.000 Init Stage(ft): 70.890 Group: A Warn Stage(ft): 76.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 70.600 0.0100 70.700 0.0100 70.800 0.0100 70.900 0.0100 71.000 0.0100 71.100 0.0100 71.200 0.0200 71.300 0.0200 71.400 0.0300 71.500 0.0300 71.600 0.0400 71.700 0.0500 71.800 0.0600 71.900 0.0700 72.000 0.0800 72.100 0.0900 72.200 0.1000 72.300 0.1100 72.400 0.1300 72.500 0.1400 72.600 0.1400 72.700 0.1600 72.800 0.1700 72.900 0.1800 73.000 0.1900 73.100 0.2200 73.200 0.2700 73.300 0.3600 73.400 0.4800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 452 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 73.500 0.6400 73.600 0.8600 73.700 1.1000 73.800 1.3500 73.900 1.6100 74.000 1.8100 74.100 2.1000 74.200 2.4000 74.300 2.7200 74.400 3.0400 74.500 3.2600 74.600 3.4300 74.700 3.5500 74.800 3.6400 74.900 3.7200 75.000 3.8000 75.100 3.8500 75.200 3.8600 75.300 3.8700 75.400 3.8800 75.500 3.8900 75.600 3.9000 75.800 3.9000 75.900 3.9100 76.000 3.9100 76.100 3.9200 76.500 3.9200 76.600 3.9300 76.800 3.9300 ------------------------------------------------------------------------------------------ Name: NA1890 Base Flow(cfs): 0.000 Init Stage(ft): 70.890 Group: A Warn Stage(ft): 75.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 70.800 0.0100 71.000 0.0100 71.100 0.0100 71.300 0.0100 71.400 0.0200 71.600 0.0200 71.700 0.0300 71.800 0.0300 71.900 0.0400 72.100 0.0400 72.200 0.0500 72.300 0.0600 72.400 0.0700 72.500 0.0700 72.600 0.0800 72.700 0.0800 72.800 0.0900 72.900 0.1000 73.000 0.1100 73.100 0.1300 73.200 0.1600 73.300 0.2000 73.400 0.2600 73.500 0.3400 73.600 0.4300 73.700 0.5600 73.800 0.6600 73.900 0.8000 74.000 1.0000 74.100 1.1700 74.200 1.2900 74.300 1.3900 74.400 1.4300 74.500 1.4500 74.600 1.4600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 453 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 74.700 1.4700 74.800 1.4800 74.900 1.5000 75.000 1.5100 75.200 1.5100 75.300 1.5200 75.500 1.5200 ------------------------------------------------------------------------------------------ Name: NA1900 Base Flow(cfs): 0.000 Init Stage(ft): 71.400 Group: A Warn Stage(ft): 75.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 71.400 0.0100 71.800 0.0100 71.900 0.0100 72.000 0.0100 72.100 0.0200 72.200 0.0200 72.300 0.0300 72.500 0.0300 72.600 0.0400 72.700 0.0500 72.800 0.0500 72.900 0.0600 73.000 0.0700 73.100 0.0800 73.200 0.1000 73.300 0.1100 73.400 0.1300 73.500 0.1700 73.600 0.2200 73.700 0.2700 73.800 0.3300 73.900 0.4100 74.000 0.4800 74.100 0.5300 74.200 0.5600 74.300 0.5900 74.400 0.6200 74.500 0.6400 74.600 0.6500 74.700 0.6600 74.800 0.6700 74.900 0.6700 75.000 0.6800 75.500 0.6800 ------------------------------------------------------------------------------------------ Name: NA1910 Base Flow(cfs): 0.000 Init Stage(ft): 45.100 Group: A Warn Stage(ft): 72.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.100 0.0100 45.200 0.0100 45.300 0.0100 45.400 0.0300 45.500 0.0500 45.600 0.0700 45.700 0.0900 45.800 0.1000 45.900 0.1200 46.000 0.1400 46.100 0.1500 46.200 0.1600 46.300 0.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 454 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.400 0.1900 46.500 0.2000 46.600 0.2100 46.700 0.2200 46.800 0.2400 46.900 0.2500 47.000 0.2500 47.100 0.2700 47.200 0.2700 47.300 0.2800 47.400 0.2800 47.500 0.2900 47.600 0.3000 47.700 0.3000 47.800 0.3100 47.900 0.3100 48.000 0.3200 48.100 0.3300 48.300 0.3300 48.400 0.3400 48.500 0.3400 48.600 0.3500 48.800 0.3500 48.900 0.3600 49.100 0.3600 49.200 0.3700 49.300 0.3700 49.400 0.3800 49.500 0.3800 49.600 0.3900 49.800 0.3900 49.900 0.4000 50.100 0.4000 50.200 0.4100 50.300 0.4200 50.400 0.4200 50.500 0.4300 50.600 0.4300 50.700 0.4400 50.900 0.4400 51.000 0.4500 51.100 0.4500 51.200 0.4600 51.300 0.4700 51.500 0.4700 51.600 0.4800 51.700 0.4900 51.800 0.4900 51.900 0.5000 52.000 0.5100 52.100 0.5100 52.200 0.5200 52.300 0.5200 52.400 0.5300 52.500 0.5400 52.600 0.5500 52.700 0.5600 52.800 0.5800 52.900 0.6000 53.000 0.6200 53.100 0.6400 53.200 0.6800 53.300 0.7300 53.400 0.8400 53.500 0.9800 53.600 1.1100 53.700 1.2600 53.800 1.3900 53.900 1.5200 54.000 1.6300 54.100 1.7300 54.200 1.8000 54.300 1.8600 54.400 1.9300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 455 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.500 1.9800 54.600 2.0200 54.700 2.0700 54.800 2.1100 54.900 2.1600 55.000 2.2000 55.100 2.2400 55.200 2.2700 55.300 2.2900 55.400 2.3300 55.500 2.3400 55.600 2.3700 55.700 2.3900 55.800 2.4000 55.900 2.4200 56.000 2.4400 56.100 2.4500 56.200 2.4700 56.300 2.4900 56.400 2.5000 56.500 2.5200 56.600 2.5400 56.700 2.5600 56.800 2.5700 56.900 2.5900 57.000 2.6000 57.100 2.6200 57.200 2.6400 57.300 2.6500 57.400 2.6700 57.500 2.6900 57.600 2.7000 57.700 2.7200 57.800 2.7400 57.900 2.7600 58.000 2.7700 58.100 2.7900 58.200 2.8000 58.300 2.8200 58.400 2.8400 58.500 2.8500 58.600 2.8700 58.700 2.8800 58.800 2.9100 58.900 2.9200 59.000 2.9400 59.100 2.9500 59.200 2.9700 59.300 2.9800 59.400 3.0000 59.500 3.0100 59.600 3.0300 59.700 3.0500 59.800 3.0800 59.900 3.0900 60.000 3.1200 60.100 3.1400 60.200 3.1500 60.300 3.1700 60.400 3.1900 60.500 3.2000 60.600 3.2200 60.700 3.2400 60.800 3.2600 60.900 3.2800 61.000 3.2900 61.100 3.3100 61.200 3.3200 61.300 3.3400 61.400 3.3600 61.500 3.3800 61.600 3.4000 61.700 3.4100 61.800 3.4200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 456 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.900 3.4400 62.000 3.4500 62.100 3.4700 62.200 3.4900 62.300 3.5100 62.400 3.5300 62.500 3.5500 62.600 3.5800 62.700 3.6200 62.800 3.6500 62.900 3.6900 63.000 3.7300 63.100 3.7700 63.200 3.8100 63.300 3.8600 63.400 3.9000 63.500 3.9600 63.600 4.0000 63.700 4.0300 63.800 4.0800 63.900 4.1300 64.000 4.1900 64.100 4.2500 64.200 4.3200 64.300 4.3900 64.400 4.4600 64.500 4.5300 64.600 4.6000 64.700 4.6600 64.800 4.7400 64.900 4.8400 65.000 4.9300 65.100 5.0400 65.200 5.1400 65.300 5.2200 65.400 5.3100 65.500 5.3900 65.600 5.4800 65.700 5.5800 65.800 5.6500 65.900 5.6900 66.000 5.7400 66.100 5.7900 66.200 5.8500 66.300 5.9100 66.400 5.9700 66.500 6.0200 66.600 6.0700 66.700 6.1200 66.800 6.1800 66.900 6.2400 67.000 6.2900 67.100 6.3400 67.200 6.4000 67.300 6.4600 67.400 6.5400 67.500 6.6100 67.600 6.6800 67.700 6.7600 67.800 6.8300 67.900 6.9100 68.000 6.9800 68.100 7.0400 68.200 7.1100 68.300 7.1800 68.400 7.2600 68.500 7.3400 68.600 7.4200 68.700 7.5000 68.800 7.5700 68.900 7.6600 69.000 7.7600 69.100 7.8800 69.200 7.9900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 457 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 69.300 8.0900 69.400 8.1700 69.500 8.2300 69.600 8.2900 69.700 8.3200 69.800 8.3600 69.900 8.4000 70.000 8.4500 70.100 8.5000 70.200 8.5600 70.300 8.6300 70.400 8.7100 70.500 8.8100 70.600 8.9000 70.700 8.9900 70.800 9.0500 70.900 9.1300 71.000 9.2400 71.100 9.3200 71.200 9.3600 71.300 9.3800 71.400 9.3900 71.500 9.4100 71.600 9.4200 71.700 9.4400 71.800 9.4600 71.900 9.4800 72.000 9.5300 72.100 9.5400 ------------------------------------------------------------------------------------------ Name: NA1920 Base Flow(cfs): 0.000 Init Stage(ft): 35.640 Group: A Warn Stage(ft): 73.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 35.540 0.0100 39.500 0.0100 39.600 0.0100 40.100 0.0100 40.200 0.0100 40.300 0.0200 40.400 0.0300 40.500 0.0400 40.600 0.0500 40.700 0.0600 40.800 0.0700 40.900 0.0700 41.000 0.0900 41.100 0.1000 41.200 0.1100 41.300 0.1300 41.400 0.1500 41.500 0.1600 41.600 0.1800 41.700 0.2100 41.800 0.2400 41.900 0.2600 42.000 0.2800 42.100 0.3000 42.200 0.3200 42.300 0.3400 42.400 0.3700 42.500 0.3900 42.600 0.4100 42.700 0.4400 42.800 0.4600 42.900 0.5000 43.000 0.5400 43.100 0.5800 43.200 0.6100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 458 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 43.300 0.6400 43.400 0.6700 43.500 0.7000 43.600 0.7200 43.700 0.7300 43.800 0.7500 43.900 0.7700 44.000 0.7900 44.100 0.8000 44.200 0.8100 44.300 0.8200 44.400 0.8400 44.500 0.8600 44.600 0.8700 44.700 0.8800 44.800 0.8900 44.900 0.9100 45.000 0.9200 45.100 0.9300 45.200 0.9500 45.300 0.9600 45.400 0.9800 45.500 0.9900 45.600 1.0100 45.700 1.0200 45.800 1.0400 45.900 1.0500 46.000 1.0700 46.100 1.0900 46.200 1.1100 46.300 1.1200 46.400 1.1400 46.500 1.1600 46.600 1.1800 46.700 1.2000 46.800 1.2200 46.900 1.2400 47.000 1.2600 47.100 1.2700 47.200 1.3000 47.300 1.3200 47.400 1.3300 47.500 1.3600 47.600 1.3700 47.700 1.3900 47.800 1.4100 47.900 1.4400 48.000 1.4600 48.100 1.4800 48.200 1.5100 48.300 1.5300 48.400 1.5600 48.500 1.5800 48.600 1.6000 48.700 1.6300 48.800 1.6500 48.900 1.6700 49.000 1.7000 49.100 1.7200 49.200 1.7400 49.300 1.7700 49.400 1.7900 49.500 1.8100 49.600 1.8400 49.700 1.8600 49.800 1.8900 49.900 1.9200 50.000 1.9500 50.100 1.9900 50.200 2.0200 50.300 2.0500 50.400 2.0800 50.500 2.1200 50.600 2.1400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 459 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.700 2.1800 50.800 2.2100 50.900 2.2400 51.000 2.2800 51.100 2.3100 51.200 2.3500 51.300 2.3800 51.400 2.4100 51.500 2.4400 51.600 2.4700 51.700 2.5000 51.800 2.5300 51.900 2.5600 52.000 2.6000 52.100 2.6400 52.200 2.6800 52.300 2.7200 52.400 2.7500 52.500 2.8000 52.600 2.8500 52.700 2.9000 52.800 2.9400 52.900 2.9800 53.000 3.0200 53.100 3.0500 53.200 3.0900 53.300 3.1300 53.400 3.1600 53.500 3.1800 53.600 3.2100 53.700 3.2400 53.800 3.2800 53.900 3.3000 54.000 3.3300 54.100 3.3600 54.200 3.3900 54.300 3.4200 54.400 3.4600 54.500 3.4900 54.600 3.5100 54.700 3.5400 54.800 3.5700 54.900 3.5900 55.000 3.6300 55.100 3.6500 55.200 3.6800 55.300 3.7000 55.400 3.7200 55.500 3.7500 55.600 3.7700 55.700 3.8000 55.800 3.8300 55.900 3.8500 56.000 3.8800 56.100 3.9100 56.200 3.9500 56.300 3.9700 56.400 3.9900 56.500 4.0100 56.600 4.0400 56.700 4.0600 56.800 4.0800 56.900 4.1100 57.000 4.1300 57.100 4.1500 57.200 4.1700 57.300 4.1800 57.400 4.2000 57.500 4.2200 57.600 4.2400 57.700 4.2600 57.800 4.2700 57.900 4.2800 58.000 4.2900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 460 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.100 4.3100 58.200 4.3100 58.300 4.3300 58.400 4.3500 58.500 4.3600 58.600 4.3700 58.700 4.3800 58.800 4.3900 58.900 4.4100 59.000 4.4300 59.100 4.4400 59.200 4.4600 59.300 4.4700 59.400 4.4900 59.500 4.5000 59.600 4.5200 59.700 4.5300 59.800 4.5500 59.900 4.5600 60.000 4.5800 60.100 4.6000 60.200 4.6100 60.300 4.6200 60.400 4.6400 60.500 4.6600 60.600 4.6700 60.700 4.6900 60.800 4.7100 60.900 4.7200 61.000 4.7300 61.100 4.7500 61.200 4.7600 61.300 4.7800 61.400 4.8000 61.500 4.8200 61.600 4.8300 61.700 4.8600 61.800 4.8700 61.900 4.8800 62.000 4.8800 62.100 4.8900 62.200 4.9000 62.300 4.9100 62.400 4.9100 62.500 4.9200 62.600 4.9300 62.700 4.9400 62.800 4.9400 62.900 4.9500 63.000 4.9600 63.200 4.9600 63.300 4.9700 63.400 4.9800 63.500 4.9800 63.600 4.9900 63.700 5.0000 63.800 5.0100 63.900 5.0100 64.000 5.0200 64.100 5.0200 64.200 5.0300 64.300 5.0400 64.400 5.0500 64.500 5.0500 64.600 5.0600 64.700 5.0700 64.800 5.0800 64.900 5.0900 65.000 5.1000 65.100 5.1100 65.200 5.1200 65.300 5.1300 65.400 5.1400 65.500 5.1500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 461 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.600 5.1600 65.700 5.1600 65.800 5.1700 65.900 5.1800 66.000 5.1900 66.100 5.2000 66.200 5.2200 66.300 5.2400 66.400 5.2500 66.500 5.2700 66.600 5.2800 66.700 5.2900 66.800 5.3000 66.900 5.3100 67.000 5.3300 67.100 5.3400 67.200 5.3600 67.300 5.3700 67.400 5.3900 67.500 5.4000 67.600 5.4100 67.700 5.4100 67.800 5.4200 67.900 5.4300 68.000 5.4400 68.100 5.4600 68.200 5.4700 68.300 5.5000 68.400 5.5300 68.500 5.5500 68.600 5.5800 68.700 5.5900 68.800 5.6100 68.900 5.6300 69.000 5.6600 69.100 5.6800 69.200 5.7000 69.300 5.7200 69.400 5.7300 69.500 5.7500 69.600 5.7700 69.700 5.8000 69.800 5.8200 69.900 5.8500 70.000 5.8700 70.100 5.9000 70.200 5.9200 70.300 5.9400 70.400 5.9700 70.500 6.0000 70.600 6.0400 70.700 6.0800 70.800 6.1200 70.900 6.1700 71.000 6.2200 71.100 6.2500 71.200 6.3000 71.300 6.3500 71.400 6.4100 71.500 6.4800 71.600 6.5300 71.700 6.5900 71.800 6.6300 71.900 6.6800 72.000 6.7200 72.100 6.7400 72.200 6.7600 72.300 6.8000 72.400 6.8100 72.500 6.8300 72.600 6.8300 72.700 6.8400 72.800 6.8500 73.100 6.8500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 462 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA1930 Base Flow(cfs): 0.000 Init Stage(ft): 50.000 Group: A Warn Stage(ft): 72.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 54.070 0.0100 54.100 0.0100 54.200 0.0100 54.700 0.0100 54.800 0.0100 55.200 0.0100 55.300 0.0200 55.400 0.0200 55.500 0.0300 55.600 0.0400 55.700 0.0400 55.800 0.0500 55.900 0.0700 56.000 0.0800 56.100 0.1000 56.200 0.1200 56.300 0.1300 56.400 0.1400 56.500 0.1600 56.600 0.1700 56.700 0.1900 56.800 0.2000 56.900 0.2200 57.000 0.2400 57.100 0.2500 57.200 0.2700 57.300 0.2900 57.400 0.3000 57.500 0.3200 57.600 0.3400 57.700 0.3700 57.800 0.3800 57.900 0.4000 58.000 0.4100 58.100 0.4200 58.200 0.4300 58.300 0.4400 58.400 0.4500 58.500 0.4700 58.600 0.4900 58.700 0.5100 58.800 0.5200 58.900 0.5400 59.000 0.5600 59.100 0.5800 59.200 0.6000 59.300 0.6300 59.400 0.6600 59.500 0.6800 59.600 0.7100 59.700 0.7400 59.800 0.7700 59.900 0.7900 60.000 0.8200 60.100 0.8500 60.200 0.8700 60.300 0.9000 60.400 0.9300 60.500 0.9600 60.600 0.9900 60.700 1.0200 60.800 1.0500 60.900 1.1000 61.000 1.1300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 463 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.100 1.1600 61.200 1.2000 61.300 1.2300 61.400 1.2600 61.500 1.3000 61.600 1.3300 61.700 1.3700 61.800 1.4200 61.900 1.4700 62.000 1.5200 62.100 1.5400 62.200 1.5800 62.300 1.6200 62.400 1.6400 62.500 1.6800 62.600 1.7100 62.700 1.7600 62.800 1.7900 62.900 1.8300 63.000 1.8800 63.100 1.9300 63.200 1.9800 63.300 2.0300 63.400 2.0900 63.500 2.1600 63.600 2.2400 63.700 2.3000 63.800 2.3600 63.900 2.4200 64.000 2.4800 64.100 2.5300 64.200 2.5900 64.300 2.6400 64.400 2.6900 64.500 2.7500 64.600 2.8000 64.700 2.8700 64.800 2.9300 64.900 3.0100 65.000 3.1000 65.100 3.1900 65.200 3.2800 65.300 3.3600 65.400 3.4400 65.500 3.5300 65.600 3.6300 65.700 3.7600 65.800 3.9100 65.900 4.0300 66.000 4.1200 66.100 4.2100 66.200 4.3400 66.300 4.4500 66.400 4.5500 66.500 4.6700 66.600 4.8100 66.700 4.9700 66.800 5.1400 66.900 5.3300 67.000 5.5200 67.100 5.6900 67.200 5.8300 67.300 5.9800 67.400 6.1500 67.500 6.3000 67.600 6.4600 67.700 6.6300 67.800 6.8000 67.900 6.9700 68.000 7.1500 68.100 7.2900 68.200 7.4300 68.300 7.5800 68.400 7.7800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 464 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.500 7.9400 68.600 8.0900 68.700 8.2300 68.800 8.3400 68.900 8.4800 69.000 8.6100 69.100 8.7400 69.200 8.8600 69.300 8.9900 69.400 9.1400 69.500 9.2800 69.600 9.4200 69.700 9.5700 69.800 9.7300 69.900 9.9100 70.000 10.0800 70.100 10.2400 70.200 10.3500 70.300 10.4700 70.400 10.5900 70.500 10.7100 70.600 10.8400 70.700 10.9300 70.800 11.0200 70.900 11.1100 71.000 11.1900 71.100 11.2800 71.200 11.3400 71.300 11.4100 71.400 11.4900 71.500 11.5300 71.600 11.5500 71.700 11.5800 71.800 11.6000 71.900 11.6200 72.000 11.6200 ------------------------------------------------------------------------------------------ Name: NA1940 Base Flow(cfs): 0.000 Init Stage(ft): 24.200 Group: A Warn Stage(ft): 43.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 24.100 0.0100 24.800 0.0100 24.900 0.0100 25.100 0.0100 25.200 0.0100 25.300 0.0100 25.400 0.0200 25.500 0.0400 25.600 0.0700 25.700 0.1000 25.800 0.1300 25.900 0.1500 26.000 0.1700 26.100 0.1900 26.200 0.2200 26.300 0.2500 26.400 0.2700 26.500 0.3100 26.600 0.3400 26.700 0.3700 26.800 0.3900 26.900 0.4200 27.000 0.4500 27.100 0.4800 27.200 0.5100 27.300 0.5400 27.400 0.5700 27.500 0.6100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 465 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.600 0.6500 27.700 0.6900 27.800 0.7300 27.900 0.7600 28.000 0.8000 28.100 0.8500 28.200 0.8900 28.300 0.9400 28.400 0.9800 28.500 1.0300 28.600 1.0800 28.700 1.1200 28.800 1.1600 28.900 1.2100 29.000 1.2600 29.100 1.3100 29.200 1.3600 29.300 1.4000 29.400 1.4600 29.500 1.5200 29.600 1.5800 29.700 1.6400 29.800 1.7000 29.900 1.7600 30.000 1.8100 30.100 1.8700 30.200 1.9400 30.300 2.0000 30.400 2.0700 30.500 2.1300 30.600 2.2000 30.700 2.2500 30.800 2.3000 30.900 2.3500 31.000 2.4100 31.100 2.4600 31.200 2.5200 31.300 2.5700 31.400 2.6300 31.500 2.7100 31.600 2.7700 31.700 2.8400 31.800 2.9000 31.900 2.9500 32.000 3.0200 32.100 3.0800 32.200 3.1300 32.300 3.1900 32.400 3.2400 32.500 3.2700 32.600 3.3200 32.700 3.3600 32.800 3.4000 32.900 3.4400 33.000 3.4700 33.100 3.5100 33.200 3.5600 33.300 3.6000 33.400 3.6600 33.500 3.7200 33.600 3.7800 33.700 3.8400 33.800 3.9100 33.900 3.9700 34.000 4.0300 34.100 4.0900 34.200 4.1500 34.300 4.2000 34.400 4.2600 34.500 4.3100 34.600 4.3700 34.700 4.4300 34.800 4.4900 34.900 4.5500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 466 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.000 4.5900 35.100 4.6600 35.200 4.7100 35.300 4.7600 35.400 4.8100 35.500 4.8500 35.600 4.8900 35.700 4.9300 35.800 4.9600 35.900 5.0100 36.000 5.0500 36.100 5.1000 36.200 5.1400 36.300 5.1800 36.400 5.2100 36.500 5.2400 36.600 5.2600 36.700 5.2900 36.800 5.3200 36.900 5.3500 37.000 5.3800 37.100 5.4100 37.200 5.4500 37.300 5.4700 37.400 5.5000 37.500 5.5300 37.600 5.5600 37.700 5.6000 37.800 5.6600 37.900 5.7300 38.000 5.7900 38.100 5.8400 38.200 5.9100 38.300 5.9700 38.400 6.0200 38.500 6.0600 38.600 6.0900 38.700 6.1200 38.800 6.1600 38.900 6.1900 39.000 6.2300 39.100 6.2600 39.200 6.2900 39.300 6.3200 39.400 6.3600 39.500 6.4000 39.600 6.4300 39.700 6.4600 39.800 6.5000 39.900 6.5300 40.000 6.5600 40.100 6.5800 40.200 6.6200 40.300 6.6400 40.400 6.6800 40.500 6.7200 40.600 6.7700 40.700 6.8100 40.800 6.8400 40.900 6.8500 41.000 6.8600 41.100 6.8700 41.200 6.8800 41.300 6.8900 41.400 6.9000 41.500 6.9200 41.600 6.9300 41.700 6.9500 41.800 6.9600 41.900 6.9700 42.000 6.9800 42.100 6.9900 42.300 6.9900 42.400 7.0000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 467 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 43.200 7.0000 ------------------------------------------------------------------------------------------ Name: NA1950 Base Flow(cfs): 0.000 Init Stage(ft): 31.920 Group: A Warn Stage(ft): 59.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 26.880 0.0100 29.000 0.0100 29.100 0.3300 29.200 0.3400 29.400 0.3400 29.500 0.3500 29.600 0.3500 29.700 0.3600 29.800 0.3600 29.900 0.3800 30.000 0.4000 30.100 0.4300 30.200 0.4600 30.300 0.5000 30.400 0.5300 30.500 0.5700 30.600 0.6000 30.700 0.6300 30.800 0.6600 30.900 0.6900 31.000 0.7200 31.100 0.7400 31.200 0.7700 31.300 0.7900 31.400 0.8000 31.500 0.8100 31.600 0.8300 31.700 0.8500 31.800 0.8600 31.900 0.8700 32.000 0.8800 32.100 0.8900 32.200 0.8900 32.300 0.9000 32.400 0.9100 32.500 0.9200 32.600 0.9200 32.700 0.9300 32.800 0.9400 32.900 0.9400 33.000 0.9500 33.100 0.9600 33.200 0.9700 33.300 0.9800 33.400 0.9900 33.500 1.0000 33.600 1.0000 33.700 1.0100 33.800 1.0200 33.900 1.0200 34.000 1.0300 34.100 1.0400 34.200 1.0500 34.300 1.0600 34.400 1.0700 34.500 1.0900 34.600 1.1000 34.700 1.1200 34.800 1.1300 34.900 1.1500 35.000 1.1700 35.100 1.2000 35.200 1.2200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 468 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.300 1.2500 35.400 1.2700 35.500 1.3000 35.600 1.3200 35.700 1.3400 35.800 1.3600 35.900 1.3900 36.000 1.4000 36.100 1.4200 36.200 1.4300 36.300 1.4400 36.400 1.4600 36.500 1.4600 36.600 1.4800 36.700 1.4900 36.800 1.5000 36.900 1.5000 37.000 1.5100 37.100 1.5200 37.200 1.5300 37.300 1.5400 37.400 1.5500 37.500 1.5600 37.600 1.5600 37.700 1.5700 37.800 1.5800 37.900 1.5900 38.000 1.6000 38.100 1.6000 38.200 1.6100 38.300 1.6200 38.400 1.6300 38.500 1.6400 38.600 1.6700 38.700 1.7100 38.800 1.7500 38.900 1.8000 39.000 1.8500 39.100 1.9000 39.200 1.9500 39.300 2.0000 39.400 2.0600 39.500 2.1200 39.600 2.1900 39.700 2.2700 39.800 2.3600 39.900 2.4800 40.000 2.6100 40.100 2.7200 40.200 2.8400 40.300 2.9500 40.400 3.0900 40.500 3.2100 40.600 3.2800 40.700 3.3700 40.800 3.4400 40.900 3.5100 41.000 3.5700 41.100 3.6100 41.200 3.6500 41.300 3.6900 41.400 3.7300 41.500 3.7700 41.600 3.8300 41.700 3.8800 41.800 3.9300 41.900 3.9800 42.000 4.0400 42.100 4.1000 42.200 4.1500 42.300 4.2100 42.400 4.2600 42.500 4.3100 42.600 4.3800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 469 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.700 4.4600 42.800 4.5600 42.900 4.6600 43.000 4.7800 43.100 4.9100 43.200 5.0000 43.300 5.0900 43.400 5.1600 43.500 5.2100 43.600 5.2500 43.700 5.2800 43.800 5.3000 43.900 5.3200 44.000 5.3400 44.100 5.3500 44.200 5.3700 44.300 5.3800 44.400 5.3900 44.500 5.4000 44.600 5.4100 44.700 5.4300 44.800 5.4600 44.900 5.4700 45.000 5.4900 45.100 5.5100 45.200 5.5400 45.300 5.5500 45.400 5.5700 45.500 5.6000 45.600 5.6300 45.700 5.6400 45.800 5.6500 45.900 5.6700 46.000 5.7000 46.100 5.7100 46.200 5.7300 46.300 5.7400 46.400 5.7600 46.500 5.7800 46.600 5.8000 46.700 5.8200 46.800 5.8400 46.900 5.8600 47.000 5.8800 47.100 5.9200 47.200 5.9500 47.300 6.0100 47.400 6.0500 47.500 6.0700 47.600 6.0900 47.700 6.1000 47.800 6.1200 47.900 6.1300 48.000 6.1400 48.100 6.1400 48.200 6.1600 48.300 6.1700 48.400 6.1700 48.500 6.1800 48.600 6.1900 48.700 6.2000 48.800 6.2100 48.900 6.2100 49.000 6.2200 49.100 6.2300 49.200 6.2300 49.300 6.2400 49.400 6.2400 49.500 6.2500 49.600 6.2500 49.700 6.2600 49.800 6.2600 49.900 6.2700 50.000 6.2800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 470 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.100 6.2900 50.200 6.3000 50.300 6.3200 50.400 6.3400 50.500 6.3500 50.600 6.3700 50.700 6.3800 50.800 6.4000 50.900 6.4200 51.000 6.4400 51.100 6.4600 51.200 6.4900 51.300 6.5200 51.400 6.5500 51.500 6.5700 51.600 6.6200 51.700 6.6900 51.800 6.7100 51.900 6.7300 52.000 6.7300 52.100 6.7400 52.200 6.7500 52.300 6.7500 52.400 6.7600 52.500 6.7700 52.600 6.7800 52.700 6.7900 52.800 6.8000 52.900 6.8100 53.000 6.8100 53.100 6.8200 53.200 6.8300 53.300 6.8400 53.400 6.8500 53.500 6.8500 53.600 6.8600 53.700 6.8600 53.800 6.8700 53.900 6.8700 54.000 6.8800 54.100 6.8800 54.200 6.8900 54.400 6.8900 54.500 6.9000 54.700 6.9000 54.800 6.9100 54.900 6.9100 55.000 6.9200 55.100 6.9300 55.200 6.9300 55.300 6.9400 55.400 6.9500 55.500 6.9500 55.600 6.9600 55.700 6.9700 55.800 6.9700 55.900 6.9800 56.100 6.9800 56.200 6.9900 56.300 6.9900 56.400 7.0000 56.500 7.0000 56.600 7.0100 56.700 7.0100 56.800 7.0200 57.000 7.0200 57.100 7.0300 57.200 7.0300 57.300 7.0400 57.600 7.0400 57.700 7.0500 57.900 7.0500 58.000 7.0600 58.200 7.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 471 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.300 7.0700 58.400 7.0700 58.500 7.0800 58.600 7.0800 58.700 7.0900 59.100 7.0900 59.200 7.1000 59.700 7.1000 ------------------------------------------------------------------------------------------ Name: NA1960 Base Flow(cfs): 0.000 Init Stage(ft): 31.920 Group: A Warn Stage(ft): 64.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 27.040 0.0100 29.200 0.0100 29.300 0.0100 29.400 0.5700 29.500 0.5800 29.600 0.5900 29.700 0.6000 29.800 0.6200 29.900 0.6300 30.000 0.6300 30.100 0.6400 30.200 0.6500 30.300 0.6600 30.400 0.6700 30.500 0.6800 30.600 0.6800 30.700 0.6900 30.800 0.7000 30.900 0.7100 31.000 0.7200 31.100 0.7200 31.200 0.7300 31.300 0.7400 31.400 0.7500 31.500 0.7600 31.600 0.7600 31.700 0.7700 31.800 0.7800 31.900 0.7900 32.000 0.8000 32.100 0.8000 32.200 0.8100 32.300 0.8200 32.400 0.8300 32.500 0.8400 32.600 0.8500 32.700 0.8500 32.800 0.8600 32.900 0.8600 33.000 0.8700 33.100 0.8800 33.200 0.8900 33.300 0.8900 33.400 0.9000 33.500 0.9200 33.600 0.9200 33.700 0.9300 33.800 0.9400 33.900 0.9400 34.000 0.9500 34.100 0.9600 34.200 0.9600 34.300 0.9800 34.400 0.9800 34.500 0.9900 34.600 1.0000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 472 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.700 1.0100 34.800 1.0100 34.900 1.0200 35.000 1.0300 35.100 1.0500 35.200 1.0600 35.300 1.0700 35.400 1.0900 35.500 1.1100 35.600 1.1300 35.700 1.1400 35.800 1.1600 35.900 1.1800 36.000 1.1900 36.100 1.2100 36.200 1.2200 36.300 1.2500 36.400 1.2600 36.500 1.3000 36.600 1.3200 36.700 1.3500 36.800 1.3900 36.900 1.4300 37.000 1.4700 37.100 1.5100 37.200 1.5500 37.300 1.5900 37.400 1.6300 37.500 1.6700 37.600 1.7100 37.700 1.7400 37.800 1.7900 37.900 1.8200 38.000 1.8600 38.100 1.9000 38.200 1.9600 38.300 2.0000 38.400 2.0500 38.500 2.0900 38.600 2.1400 38.700 2.2000 38.800 2.2500 38.900 2.3100 39.000 2.3700 39.100 2.4300 39.200 2.4900 39.300 2.5800 39.400 2.6500 39.500 2.7300 39.600 2.8200 39.700 2.8900 39.800 2.9600 39.900 3.0300 40.000 3.0900 40.100 3.1700 40.200 3.2400 40.300 3.3100 40.400 3.4000 40.500 3.4800 40.600 3.5600 40.700 3.6300 40.800 3.6800 40.900 3.7300 41.000 3.7800 41.100 3.8400 41.200 3.8900 41.300 3.9400 41.400 3.9900 41.500 4.0500 41.600 4.1000 41.700 4.1400 41.800 4.2000 41.900 4.2600 42.000 4.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 473 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.100 4.4000 42.200 4.4900 42.300 4.5800 42.400 4.6900 42.500 4.8000 42.600 4.9100 42.700 5.0100 42.800 5.1100 42.900 5.1900 43.000 5.2700 43.100 5.3300 43.200 5.3900 43.300 5.4500 43.400 5.5000 43.500 5.5700 43.600 5.6100 43.700 5.6600 43.800 5.7100 43.900 5.7700 44.000 5.8100 44.100 5.8600 44.200 5.9100 44.300 5.9600 44.400 6.0100 44.500 6.0500 44.600 6.1000 44.700 6.1500 44.800 6.2000 44.900 6.2500 45.000 6.3000 45.100 6.3600 45.200 6.4100 45.300 6.4700 45.400 6.5300 45.500 6.5900 45.600 6.6400 45.700 6.7000 45.800 6.7500 45.900 6.8000 46.000 6.8600 46.100 6.9200 46.200 6.9700 46.300 7.0200 46.400 7.0800 46.500 7.1400 46.600 7.2000 46.700 7.2800 46.800 7.3700 46.900 7.4600 47.000 7.5200 47.100 7.5800 47.200 7.6300 47.300 7.6800 47.400 7.7300 47.500 7.7800 47.600 7.8300 47.700 7.8900 47.800 7.9400 47.900 8.0100 48.000 8.0600 48.100 8.1300 48.200 8.1800 48.300 8.2200 48.400 8.2800 48.500 8.3400 48.600 8.4100 48.700 8.4800 48.800 8.5500 48.900 8.6000 49.000 8.6300 49.100 8.6600 49.200 8.6900 49.300 8.7200 49.400 8.7600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 474 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.500 8.7800 49.600 8.8100 49.700 8.8500 49.800 8.9000 49.900 8.9400 50.000 8.9700 50.100 9.0100 50.200 9.0400 50.300 9.0900 50.400 9.1500 50.500 9.2200 50.600 9.3400 50.700 9.4600 50.800 9.6600 50.900 9.8100 51.000 9.9300 51.100 10.0300 51.200 10.1200 51.300 10.2000 51.400 10.2900 51.500 10.3600 51.600 10.4300 51.700 10.5100 51.800 10.5900 51.900 10.6500 52.000 10.7200 52.100 10.7700 52.200 10.8400 52.300 10.9000 52.400 10.9600 52.500 11.0100 52.600 11.0900 52.700 11.1600 52.800 11.2100 52.900 11.2900 53.000 11.3600 53.100 11.4200 53.200 11.4800 53.300 11.5300 53.400 11.5800 53.500 11.6400 53.600 11.6900 53.700 11.7600 53.800 11.8100 53.900 11.8600 54.000 11.9000 54.100 11.9500 54.200 11.9900 54.300 12.0400 54.400 12.1000 54.500 12.1500 54.600 12.2100 54.700 12.2600 54.800 12.3200 54.900 12.3600 55.000 12.4100 55.100 12.4600 55.200 12.4900 55.300 12.5300 55.400 12.5800 55.500 12.6400 55.600 12.7000 55.700 12.7500 55.800 12.8200 55.900 12.8600 56.000 12.9200 56.100 12.9700 56.200 13.0000 56.300 13.0400 56.400 13.0700 56.500 13.1000 56.600 13.1400 56.700 13.1700 56.800 13.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 475 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.900 13.2400 57.000 13.2800 57.100 13.3100 57.200 13.3400 57.300 13.3800 57.400 13.4000 57.500 13.4200 57.600 13.4500 57.700 13.4800 57.800 13.5100 57.900 13.5500 58.000 13.5900 58.100 13.6400 58.200 13.6900 58.300 13.7400 58.400 13.8100 58.500 13.8800 58.600 13.9700 58.700 14.0600 58.800 14.1100 58.900 14.1800 59.000 14.2600 59.100 14.3000 59.200 14.3500 59.300 14.3800 59.400 14.4200 59.500 14.4600 59.600 14.5000 59.700 14.5400 59.800 14.5800 59.900 14.6100 60.000 14.6500 60.100 14.6900 60.200 14.7200 60.300 14.7500 60.400 14.7800 60.500 14.8100 60.600 14.8300 60.700 14.8600 60.800 14.8800 60.900 14.9100 61.000 14.9300 61.100 14.9500 61.200 14.9700 61.300 15.0000 61.400 15.0300 61.500 15.0600 61.600 15.0900 61.700 15.1100 61.800 15.1300 61.900 15.1600 62.000 15.1800 62.100 15.2100 62.200 15.2300 62.300 15.2500 62.400 15.2800 62.500 15.3100 62.600 15.3300 62.700 15.3700 62.800 15.4100 62.900 15.4400 63.000 15.4700 63.100 15.4900 63.200 15.5100 63.300 15.5300 63.400 15.5500 63.500 15.5600 63.600 15.5700 63.700 15.5900 63.800 15.6000 63.900 15.6100 64.000 15.6200 64.100 15.6500 64.200 15.6600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 476 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 64.400 15.6600 64.500 15.6700 64.700 15.6700 ------------------------------------------------------------------------------------------ Name: NA1970 Base Flow(cfs): 0.000 Init Stage(ft): 35.140 Group: A Warn Stage(ft): 55.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 30.400 0.0100 32.100 0.0100 32.200 0.0100 32.700 0.0100 32.800 0.0200 33.300 0.0200 33.400 0.0300 33.600 0.0300 33.700 0.0400 34.000 0.0400 34.100 0.0500 34.400 0.0500 34.500 0.0600 34.700 0.0600 34.800 0.0700 34.900 0.0700 35.000 0.0800 35.200 0.0800 35.300 0.0900 35.400 0.0900 35.500 0.1000 35.600 0.1000 35.700 0.1100 35.800 0.1100 35.900 0.1200 36.000 0.1200 36.100 0.1300 36.200 0.1300 36.300 0.1400 36.400 0.1400 36.500 0.1500 36.600 0.1500 36.700 0.1600 36.900 0.1600 37.000 0.1700 37.100 0.1700 37.200 0.1800 37.300 0.1900 37.400 0.1900 37.500 0.2000 37.600 0.2100 37.700 0.2200 37.800 0.2200 37.900 0.2300 38.000 0.2300 38.100 0.2400 38.200 0.2500 38.300 0.2600 38.400 0.2600 38.500 0.2800 38.600 0.3000 38.700 0.3100 38.800 0.3200 38.900 0.3300 39.000 0.3500 39.100 0.3700 39.200 0.3800 39.300 0.4000 39.400 0.4200 39.500 0.4400 39.600 0.4600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 477 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 39.700 0.4800 39.800 0.5200 39.900 0.5500 40.000 0.5700 40.100 0.6000 40.200 0.6300 40.300 0.6700 40.400 0.7200 40.500 0.7600 40.600 0.8100 40.700 0.8700 40.800 0.9200 40.900 0.9700 41.000 1.0100 41.100 1.0600 41.200 1.1000 41.300 1.1400 41.400 1.1800 41.500 1.2100 41.600 1.2500 41.700 1.3000 41.800 1.3400 41.900 1.3800 42.000 1.4200 42.100 1.4500 42.200 1.4900 42.300 1.5300 42.400 1.5700 42.500 1.6100 42.600 1.6400 42.700 1.6800 42.800 1.7200 42.900 1.7600 43.000 1.8000 43.100 1.8400 43.200 1.8900 43.300 1.9400 43.400 2.0200 43.500 2.0800 43.600 2.1200 43.700 2.1600 43.800 2.1900 43.900 2.2100 44.000 2.2300 44.100 2.2500 44.200 2.2800 44.300 2.3100 44.400 2.3400 44.500 2.3700 44.600 2.4000 44.700 2.4400 44.800 2.4800 44.900 2.4900 45.000 2.5100 45.100 2.5300 45.200 2.5500 45.300 2.5600 45.400 2.5800 45.500 2.6000 45.600 2.6200 45.700 2.6500 45.800 2.6800 45.900 2.7200 46.000 2.7500 46.100 2.7900 46.200 2.8300 46.300 2.8700 46.400 2.9100 46.500 2.9700 46.600 3.0200 46.700 3.0600 46.800 3.1000 46.900 3.1300 47.000 3.1700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 478 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 47.100 3.2000 47.200 3.2300 47.300 3.2600 47.400 3.2800 47.500 3.3100 47.600 3.3400 47.700 3.3600 47.800 3.4000 47.900 3.4200 48.000 3.4500 48.100 3.4800 48.200 3.5100 48.300 3.5300 48.400 3.5600 48.500 3.5900 48.600 3.6100 48.700 3.6400 48.800 3.6800 48.900 3.7100 49.000 3.7600 49.100 3.8000 49.200 3.8500 49.300 3.9400 49.400 4.0200 49.500 4.1000 49.600 4.1700 49.700 4.2300 49.800 4.3000 49.900 4.3500 50.000 4.3900 50.100 4.4400 50.200 4.4800 50.300 4.5400 50.400 4.5800 50.500 4.6200 50.600 4.6700 50.700 4.7000 50.800 4.7500 50.900 4.7900 51.000 4.8300 51.100 4.8500 51.200 4.8900 51.300 4.9300 51.400 4.9700 51.500 5.0200 51.600 5.0900 51.700 5.1500 51.800 5.1900 51.900 5.2200 52.000 5.2500 52.100 5.2700 52.200 5.2900 52.300 5.3000 52.400 5.3100 52.500 5.3200 52.600 5.3400 52.700 5.3500 52.800 5.3600 52.900 5.3700 53.000 5.3900 53.100 5.3900 53.200 5.4000 53.300 5.4100 53.400 5.4200 53.500 5.4400 53.600 5.4500 53.700 5.4600 53.800 5.4700 53.900 5.4800 54.000 5.4900 54.100 5.5000 54.200 5.5200 54.300 5.5200 54.400 5.5300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 479 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.500 5.5400 54.600 5.5500 54.700 5.5600 55.700 5.5600 ------------------------------------------------------------------------------------------ Name: NA1980 Base Flow(cfs): 0.000 Init Stage(ft): 36.370 Group: A Warn Stage(ft): 73.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 36.270 0.0100 38.900 0.0100 39.000 0.0100 39.100 0.0100 39.200 0.0200 39.300 0.0400 39.400 0.0700 39.500 0.1100 39.600 0.1500 39.700 0.1700 39.800 0.2000 39.900 0.2300 40.000 0.2700 40.100 0.3100 40.200 0.3400 40.300 0.3700 40.400 0.4200 40.500 0.4600 40.600 0.5000 40.700 0.5500 40.800 0.6000 40.900 0.6600 41.000 0.7200 41.100 0.7700 41.200 0.8200 41.300 0.8700 41.400 0.9100 41.500 0.9500 41.600 1.0000 41.700 1.0500 41.800 1.1100 41.900 1.1600 42.000 1.2300 42.100 1.2800 42.200 1.3400 42.300 1.4000 42.400 1.4600 42.500 1.5300 42.600 1.6000 42.700 1.6600 42.800 1.7000 42.900 1.7600 43.000 1.8000 43.100 1.8600 43.200 1.9100 43.300 1.9600 43.400 2.0100 43.500 2.0800 43.600 2.1300 43.700 2.1600 43.800 2.1800 43.900 2.2000 44.000 2.2200 44.100 2.2300 44.200 2.2500 44.300 2.2700 44.400 2.2800 44.500 2.3000 44.600 2.3300 44.700 2.3600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 480 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 44.800 2.3700 44.900 2.3900 45.000 2.4000 45.100 2.4200 45.200 2.4300 45.300 2.4400 45.400 2.4500 45.500 2.4600 45.600 2.4700 45.700 2.4800 45.800 2.4900 45.900 2.4900 46.000 2.5000 46.100 2.5200 46.200 2.5300 46.300 2.5400 46.400 2.5500 46.500 2.5600 46.600 2.5600 46.700 2.5700 46.800 2.5700 46.900 2.5800 47.000 2.5900 47.100 2.6100 47.200 2.6200 47.300 2.6500 47.400 2.6700 47.500 2.6900 47.600 2.7000 47.700 2.7300 47.800 2.7500 47.900 2.7700 48.000 2.7900 48.100 2.8000 48.200 2.8200 48.300 2.8400 48.400 2.8500 48.500 2.8600 48.600 2.8800 48.700 2.8900 48.800 2.9100 48.900 2.9200 49.000 2.9400 49.100 2.9500 49.200 2.9700 49.300 2.9900 49.400 3.0000 49.500 3.0200 49.600 3.0400 49.700 3.0600 49.800 3.0900 49.900 3.1200 50.000 3.1500 50.100 3.1700 50.200 3.2000 50.300 3.2300 50.400 3.2400 50.500 3.2700 50.600 3.2900 50.700 3.3100 50.800 3.3200 50.900 3.3400 51.000 3.3600 51.100 3.3900 51.200 3.4100 51.300 3.4400 51.400 3.4700 51.500 3.5000 51.600 3.5300 51.700 3.5700 51.800 3.6100 51.900 3.6400 52.000 3.6700 52.100 3.7100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 481 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.200 3.7400 52.300 3.7800 52.400 3.8300 52.500 3.8800 52.600 3.9300 52.700 3.9800 52.800 4.0100 52.900 4.0400 53.000 4.0800 53.100 4.1100 53.200 4.1400 53.300 4.1800 53.400 4.2100 53.500 4.2400 53.600 4.2700 53.700 4.3000 53.800 4.3600 53.900 4.4100 54.000 4.4600 54.100 4.5300 54.200 4.6000 54.300 4.6600 54.400 4.7300 54.500 4.7800 54.600 4.8300 54.700 4.8800 54.800 4.9200 54.900 4.9500 55.000 4.9800 55.100 5.0100 55.200 5.0500 55.300 5.0800 55.400 5.1200 55.500 5.1700 55.600 5.2200 55.700 5.2800 55.800 5.3500 55.900 5.4200 56.000 5.5100 56.100 5.6000 56.200 5.7300 56.300 5.8600 56.400 5.9600 56.500 6.0300 56.600 6.0900 56.700 6.1500 56.800 6.1900 56.900 6.2500 57.000 6.3000 57.100 6.3500 57.200 6.3900 57.300 6.4400 57.400 6.5000 57.500 6.5600 57.600 6.6200 57.700 6.6700 57.800 6.7500 57.900 6.8200 58.000 6.9100 58.100 6.9800 58.200 7.0400 58.300 7.1000 58.400 7.1700 58.500 7.2200 58.600 7.2800 58.700 7.3400 58.800 7.3900 58.900 7.4600 59.000 7.5000 59.100 7.5500 59.200 7.5900 59.300 7.6400 59.400 7.7000 59.500 7.7600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 482 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.600 7.8100 59.700 7.8500 59.800 7.9000 59.900 7.9500 60.000 8.0100 60.100 8.0700 60.200 8.1200 60.300 8.1600 60.400 8.2000 60.500 8.2400 60.600 8.2900 60.700 8.3700 60.800 8.4400 60.900 8.5200 61.000 8.6000 61.100 8.6700 61.200 8.7300 61.300 8.7900 61.400 8.8400 61.500 8.8900 61.600 8.9400 61.700 8.9900 61.800 9.0300 61.900 9.0800 62.000 9.1200 62.100 9.1600 62.200 9.2000 62.300 9.2400 62.400 9.2800 62.500 9.3200 62.600 9.3700 62.700 9.4100 62.800 9.4600 62.900 9.5000 63.000 9.5500 63.100 9.5900 63.200 9.6400 63.300 9.6800 63.400 9.7400 63.500 9.8000 63.600 9.8500 63.700 9.9000 63.800 9.9500 63.900 10.0000 64.000 10.0600 64.100 10.1200 64.200 10.1900 64.300 10.2800 64.400 10.3700 64.500 10.4500 64.600 10.5300 64.700 10.6200 64.800 10.6800 64.900 10.7400 65.000 10.7800 65.100 10.8200 65.200 10.8500 65.300 10.9000 65.400 10.9600 65.500 11.0400 65.600 11.1300 65.700 11.2000 65.800 11.2500 65.900 11.2900 66.000 11.3200 66.100 11.3400 66.200 11.3500 66.300 11.3600 66.400 11.3700 66.500 11.3800 66.600 11.4000 66.700 11.4100 66.800 11.4200 66.900 11.4300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 483 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 67.000 11.4400 67.100 11.4500 67.200 11.4600 67.300 11.4700 67.400 11.4800 67.500 11.4900 67.600 11.5000 67.700 11.5100 67.800 11.5100 67.900 11.5200 68.000 11.5300 68.100 11.5300 68.200 11.5400 68.400 11.5400 68.500 11.5500 68.800 11.5500 68.900 11.5600 69.200 11.5600 69.300 11.5700 69.700 11.5700 69.800 11.5800 70.700 11.5800 70.800 11.5900 72.800 11.5900 72.900 11.6000 73.200 11.6000 ------------------------------------------------------------------------------------------ Name: NA1990 Base Flow(cfs): 0.000 Init Stage(ft): 34.730 Group: A Plunge Factor: 1.00 Warn Stage(ft): 44.730 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 34.730 0.1000 44.730 0.1000 ------------------------------------------------------------------------------------------ Name: NA2000 Base Flow(cfs): 0.000 Init Stage(ft): 34.850 Group: A Warn Stage(ft): 44.850 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 34.850 0.1000 49.900 0.1000 ------------------------------------------------------------------------------------------ Name: NA2010 Base Flow(cfs): 0.000 Init Stage(ft): 38.210 Group: A Plunge Factor: 1.00 Warn Stage(ft): 50.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 38.210 0.1000 50.000 0.1000 ------------------------------------------------------------------------------------------ Name: NA2020 Base Flow(cfs): 0.000 Init Stage(ft): 38.210 Group: A Plunge Factor: 1.00 Warn Stage(ft): 53.900 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 38.110 0.0100 49.000 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 484 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.100 0.0100 49.200 0.0100 49.300 0.0100 49.400 0.0300 49.500 0.0500 49.600 0.0600 49.700 0.0700 49.800 0.0800 49.900 0.0900 50.000 0.1000 50.100 0.1100 50.200 0.1200 50.300 0.1300 50.400 0.1300 50.500 0.1400 50.600 0.1500 50.700 0.1500 50.800 0.1700 50.900 0.1800 51.000 0.1900 51.100 0.2000 51.200 0.2100 51.300 0.2200 51.400 0.2400 51.500 0.2500 51.600 0.2600 51.700 0.2800 51.800 0.3000 51.900 0.3200 52.000 0.3300 52.100 0.3400 52.200 0.3600 52.300 0.3800 52.400 0.3900 52.500 0.3900 52.600 0.4000 52.700 0.4000 52.800 0.4100 52.900 0.4100 53.000 0.4200 53.200 0.4200 53.300 0.4300 53.400 0.4300 53.500 0.4400 53.900 0.4400 ------------------------------------------------------------------------------------------ Name: NA2030 Base Flow(cfs): 0.000 Init Stage(ft): 40.740 Group: A Warn Stage(ft): 60.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 40.640 0.0100 50.700 0.0100 50.800 0.0100 51.100 0.0100 51.200 0.0100 51.400 0.0100 51.500 0.0200 51.600 0.0200 51.700 0.0300 51.800 0.0300 51.900 0.0400 52.000 0.0500 52.100 0.0700 52.200 0.0900 52.300 0.1000 52.400 0.1100 52.500 0.1200 52.600 0.1300 52.700 0.1400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 485 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.800 0.1500 52.900 0.1600 53.000 0.1700 53.100 0.1800 53.200 0.1900 53.300 0.2100 53.400 0.2200 53.500 0.2400 53.600 0.2500 53.700 0.2600 53.800 0.2800 53.900 0.3000 54.000 0.3200 54.100 0.3400 54.200 0.3700 54.300 0.3900 54.400 0.4100 54.500 0.4300 54.600 0.4500 54.700 0.4700 54.800 0.4800 54.900 0.4900 55.000 0.5000 55.100 0.5200 55.200 0.5300 55.300 0.5400 55.400 0.5600 55.500 0.5700 55.600 0.5900 55.700 0.6000 55.800 0.6100 55.900 0.6200 56.000 0.6400 56.100 0.6400 56.200 0.6600 56.300 0.6800 56.400 0.6900 56.500 0.7100 56.600 0.7200 56.700 0.7400 56.800 0.7700 56.900 0.8000 57.000 0.8200 57.100 0.8300 57.200 0.8500 57.300 0.9100 57.400 0.9700 57.500 1.0100 57.600 1.0500 57.700 1.0800 57.800 1.0900 57.900 1.0900 58.000 1.1000 58.100 1.1000 58.200 1.1100 58.400 1.1100 58.500 1.1200 58.800 1.1200 58.900 1.1300 59.900 1.1300 60.000 1.1400 ------------------------------------------------------------------------------------------ Name: NA2040 Base Flow(cfs): 0.000 Init Stage(ft): 43.740 Group: A Plunge Factor: 1.00 Warn Stage(ft): 51.150 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 41.150 0.1000 51.150 0.1000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 486 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA2050 Base Flow(cfs): 0.000 Init Stage(ft): 49.260 Group: A Plunge Factor: 1.00 Warn Stage(ft): 70.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 49.160 0.0100 56.700 0.0100 56.800 0.0100 57.300 0.0100 57.400 0.0100 57.500 0.0200 57.600 0.0500 57.700 0.0900 57.800 0.1200 57.900 0.1400 58.000 0.1600 58.100 0.1900 58.200 0.2300 58.300 0.2800 58.400 0.3200 58.500 0.3600 58.600 0.3900 58.700 0.4200 58.800 0.4700 58.900 0.5100 59.000 0.5600 59.100 0.6100 59.200 0.6700 59.300 0.7000 59.400 0.7400 59.500 0.7700 59.600 0.7900 59.700 0.8100 59.800 0.8200 59.900 0.8400 60.000 0.8500 60.100 0.8800 60.200 0.8900 60.300 0.9200 60.400 0.9400 60.500 0.9500 60.600 0.9700 60.700 0.9800 60.800 1.0000 60.900 1.0200 61.000 1.0400 61.100 1.0600 61.200 1.0800 61.300 1.1100 61.400 1.1400 61.500 1.1800 61.600 1.2300 61.700 1.2900 61.800 1.3700 61.900 1.4300 62.000 1.4900 62.100 1.5500 62.200 1.6000 62.300 1.6500 62.400 1.7200 62.500 1.8100 62.600 1.9000 62.700 2.0100 62.800 2.1500 62.900 2.2900 63.000 2.4000 63.100 2.5200 63.200 2.6100 63.300 2.7200 63.400 2.8100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 487 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 63.500 2.9300 63.600 3.0600 63.700 3.1700 63.800 3.2600 63.900 3.3500 64.000 3.4500 64.100 3.5400 64.200 3.6200 64.300 3.6800 64.400 3.7400 64.500 3.7800 64.600 3.8300 64.700 3.9200 64.800 4.0300 64.900 4.1700 65.000 4.3500 65.100 4.5200 65.200 4.6900 65.300 4.8300 65.400 4.9900 65.500 5.1200 65.600 5.2100 65.700 5.2900 65.800 5.3400 65.900 5.3800 66.000 5.4100 66.100 5.4400 66.200 5.4700 66.300 5.5200 66.400 5.5700 66.500 5.6400 66.600 5.7100 66.700 5.7800 66.800 5.8400 66.900 5.8900 67.000 5.9400 67.100 6.0000 67.200 6.0600 67.300 6.1600 67.400 6.3000 67.500 6.4100 67.600 6.5000 67.700 6.5800 67.800 6.6700 67.900 6.7800 68.000 6.8900 68.100 6.9600 68.200 7.0500 68.300 7.1600 68.400 7.2700 68.500 7.3700 68.600 7.4600 68.700 7.5200 68.800 7.5900 68.900 7.6500 69.000 7.7100 69.100 7.7500 69.200 7.7800 69.300 7.8200 69.400 7.8400 69.500 7.8700 69.600 7.8800 69.700 7.8900 70.000 7.8900 ------------------------------------------------------------------------------------------ Name: NA2060 Base Flow(cfs): 0.000 Init Stage(ft): 49.570 Group: A Warn Stage(ft): 71.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 488 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.470 0.0100 58.600 0.0100 58.700 0.0100 60.600 0.0100 60.700 0.0100 60.800 0.0100 60.900 0.0200 61.000 0.0200 61.100 0.0300 61.200 0.0400 61.300 0.0600 61.400 0.0700 61.500 0.0900 61.600 0.1100 61.700 0.1300 61.800 0.1600 61.900 0.1900 62.000 0.2200 62.100 0.2500 62.200 0.2900 62.300 0.3200 62.400 0.3600 62.500 0.4000 62.600 0.4400 62.700 0.4900 62.800 0.5500 62.900 0.6200 63.000 0.6800 63.100 0.7500 63.200 0.8300 63.300 0.9100 63.400 0.9900 63.500 1.1000 63.600 1.1800 63.700 1.2300 63.800 1.3100 63.900 1.3900 64.000 1.5100 64.100 1.6400 64.200 1.8100 64.300 1.9800 64.400 2.1700 64.500 2.3600 64.600 2.5700 64.700 2.7900 64.800 3.0100 64.900 3.2000 65.000 3.4000 65.100 3.6400 65.200 3.9300 65.300 4.2900 65.400 4.7500 65.500 5.2800 65.600 5.8600 65.700 6.4200 65.800 6.9600 65.900 7.4700 66.000 8.1200 66.100 8.8400 66.200 9.7600 66.300 10.7800 66.400 11.7200 66.500 12.6300 66.600 13.3400 66.700 14.1100 66.800 14.9300 66.900 15.8800 67.000 17.0300 67.100 18.4400 67.200 19.5000 67.300 20.2800 67.400 20.9600 67.500 21.6100 67.600 22.2800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 489 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 67.700 22.7200 67.800 23.0700 67.900 23.4200 68.000 23.9300 68.100 24.4800 68.200 24.7600 68.300 25.1000 68.400 25.5300 68.500 25.8200 68.600 26.0100 68.700 26.1400 68.800 26.2600 68.900 26.3500 69.000 26.4300 69.100 26.4700 69.200 26.4800 69.300 26.5100 69.400 26.5200 69.500 26.5300 69.900 26.5300 70.000 26.5400 71.300 26.5400 71.400 26.5500 71.500 26.5500 ------------------------------------------------------------------------------------------ Name: NA2070 Base Flow(cfs): 0.000 Init Stage(ft): 53.380 Group: A Plunge Factor: 1.00 Warn Stage(ft): 70.000 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 53.280 0.0100 65.200 0.0100 65.300 0.0100 65.400 0.0100 65.500 0.0400 65.600 0.0800 65.700 0.1400 65.800 0.2200 65.900 0.3200 66.000 0.4600 66.100 0.5800 66.200 0.7300 66.300 0.8500 66.400 0.9800 66.500 1.1300 66.600 1.2800 66.700 1.4400 66.800 1.6000 66.900 1.8100 67.000 2.0100 67.100 2.2800 67.200 2.6000 67.300 2.9700 67.400 3.4100 67.500 3.7800 67.600 4.2300 67.700 4.5800 67.800 4.8500 67.900 5.1400 68.000 5.4100 68.100 5.7600 68.200 6.3000 68.300 7.0000 68.400 7.2000 68.500 7.3700 68.600 7.4900 68.700 7.5900 68.800 7.6900 68.900 7.7900 69.000 7.8600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 490 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 69.100 7.8800 69.200 7.8900 69.300 7.9000 69.400 7.9000 69.500 7.9100 70.000 7.9100 ------------------------------------------------------------------------------------------ Name: NA2080 Base Flow(cfs): 0.000 Init Stage(ft): 55.460 Group: A Warn Stage(ft): 70.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.360 0.0100 64.900 0.0100 65.000 0.0100 65.100 0.0100 65.200 0.0100 65.300 0.0200 65.400 0.0400 65.500 0.1300 65.600 0.2200 65.700 0.3300 65.800 0.4500 65.900 0.5800 66.000 0.7400 66.100 0.9100 66.200 1.0800 66.300 1.2600 66.400 1.4800 66.500 1.6600 66.600 1.8700 66.700 2.1500 66.800 2.4500 66.900 2.7600 67.000 3.0900 67.100 3.4100 67.200 3.7700 67.300 4.1400 67.400 4.5500 67.500 5.0700 67.600 5.5900 67.700 6.0700 67.800 6.6800 67.900 7.2500 68.000 7.7600 68.100 8.3200 68.200 9.1100 68.300 10.0500 68.400 11.1100 68.500 12.0300 68.600 12.7100 68.700 13.2900 68.800 13.7100 68.900 14.0700 69.000 14.3500 69.100 14.6000 69.200 14.8000 69.300 14.9700 69.400 15.1200 69.500 15.2100 69.600 15.2700 69.700 15.3400 69.800 15.3900 69.900 15.4200 70.000 15.4400 70.100 15.4600 70.400 15.4600 ------------------------------------------------------------------------------------------ Name: NA2090 Base Flow(cfs): 0.000 Init Stage(ft): 55.460 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 491 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Warn Stage(ft): 70.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 54.950 0.0100 66.800 0.0100 66.900 0.0100 67.000 0.0100 67.100 0.0100 67.200 0.0100 67.300 0.0300 67.400 0.0400 67.500 0.0600 67.600 0.0800 67.700 0.1100 67.800 0.1400 67.900 0.1700 68.000 0.2200 68.100 0.2700 68.200 0.3100 68.300 0.3600 68.400 0.4100 68.500 0.4600 68.600 0.5300 68.700 0.5900 68.800 0.6400 68.900 0.7100 69.000 0.7900 69.100 0.8500 69.200 0.9000 69.300 0.9500 69.400 0.9900 69.500 1.0300 69.600 1.0700 69.700 1.1100 69.800 1.1300 69.900 1.1300 70.000 1.1400 70.100 1.1400 70.200 1.1500 70.300 1.1500 70.400 1.1600 70.500 1.1600 ------------------------------------------------------------------------------------------ Name: NA2100 Base Flow(cfs): 0.000 Init Stage(ft): 56.830 Group: A Warn Stage(ft): 70.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 56.730 0.0100 67.400 0.0100 67.500 0.0100 67.900 0.0100 68.000 0.0100 68.100 0.0200 68.200 0.0300 68.300 0.0600 68.400 0.1100 68.500 0.1600 68.600 0.2300 68.700 0.3000 68.800 0.3900 68.900 0.4700 69.000 0.5900 69.100 0.7100 69.200 0.8100 69.300 0.8900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 492 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 69.400 1.0100 69.500 1.1800 69.600 1.3700 69.700 1.5000 69.800 1.5900 69.900 1.6600 70.000 1.7200 70.100 1.8100 70.200 1.8900 70.300 1.9700 70.400 2.0200 70.500 2.0400 70.600 2.0400 ------------------------------------------------------------------------------------------ Name: NA2110 Base Flow(cfs): 0.000 Init Stage(ft): 57.800 Group: A Warn Stage(ft): 70.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 57.700 0.0100 67.400 0.0100 67.500 0.0100 67.600 0.0100 67.700 0.0100 67.800 0.0200 67.900 0.0400 68.000 0.0600 68.100 0.1000 68.200 0.1600 68.300 0.2300 68.400 0.3100 68.500 0.4100 68.600 0.5200 68.700 0.6500 68.800 0.8100 68.900 0.9800 69.000 1.2100 69.100 1.4500 69.200 1.7300 69.300 2.0100 69.400 2.3800 69.500 2.8700 69.600 3.4900 69.700 4.3000 69.800 4.8400 69.900 5.0500 70.000 5.1500 70.100 5.1900 70.200 5.2000 ------------------------------------------------------------------------------------------ Name: NA2120 Base Flow(cfs): 0.000 Init Stage(ft): 58.710 Group: A Warn Stage(ft): 71.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 58.610 0.0100 67.400 0.0100 67.500 0.0100 67.600 0.0100 67.700 0.0100 67.800 0.0300 67.900 0.0600 68.000 0.1200 68.100 0.1800 68.200 0.2900 68.300 0.4200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 493 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.400 0.5500 68.500 0.7100 68.600 0.8900 68.700 1.1200 68.800 1.3800 68.900 1.6200 69.000 1.8700 69.100 2.1100 69.200 2.3500 69.300 2.6400 69.400 2.9700 69.500 3.3200 69.600 3.7300 69.700 4.1800 69.800 4.6500 69.900 5.0400 70.000 5.4000 70.100 5.8100 70.200 6.2600 70.300 6.7800 70.400 7.4300 70.500 7.9500 70.600 8.4300 70.700 8.9300 70.800 9.5200 70.900 10.2400 71.000 10.7500 71.100 11.0800 71.200 11.4100 71.300 11.5700 71.400 11.6500 71.500 11.6900 71.600 11.7000 71.700 11.7000 ------------------------------------------------------------------------------------------ Name: NA2130 Base Flow(cfs): 0.000 Init Stage(ft): 60.600 Group: A Warn Stage(ft): 70.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 60.500 0.0100 68.000 0.0100 68.100 0.0100 68.400 0.0100 68.500 0.0100 68.600 0.0100 68.700 0.0300 68.800 0.0400 68.900 0.0600 69.000 0.0800 69.100 0.1100 69.200 0.1300 69.300 0.1700 69.400 0.2000 69.500 0.2300 69.600 0.2600 69.700 0.2800 69.800 0.3000 69.900 0.3100 70.000 0.3200 ------------------------------------------------------------------------------------------ Name: NA2140 Base Flow(cfs): 0.000 Init Stage(ft): 61.380 Group: A Warn Stage(ft): 73.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 494 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.270 0.0100 68.400 0.0100 68.500 0.0100 68.600 0.0100 68.700 0.0200 68.800 0.0500 68.900 0.0800 69.000 0.1300 69.100 0.1900 69.200 0.2900 69.300 0.4300 69.400 0.5900 69.500 0.7700 69.600 1.0000 69.700 1.2700 69.800 1.5300 69.900 1.8100 70.000 2.0800 70.100 2.3500 70.200 2.6500 70.300 2.9700 70.400 3.3100 70.500 3.7600 70.600 4.3200 70.700 4.8800 70.800 5.4800 70.900 6.2300 71.000 7.0400 71.100 7.7700 71.200 8.5400 71.300 9.1400 71.400 9.5900 71.500 9.9300 71.600 10.1800 71.700 10.4100 71.800 10.6600 71.900 10.9000 72.000 11.1900 72.100 11.5000 72.200 11.7900 72.300 12.0200 72.400 12.2300 72.500 12.4100 72.600 12.5400 72.700 12.6000 72.800 12.6300 72.900 12.6500 73.000 12.6700 73.100 12.6700 73.200 12.6800 73.300 12.6800 73.400 12.6900 73.600 12.6900 ------------------------------------------------------------------------------------------ Name: NA2150 Base Flow(cfs): 0.000 Init Stage(ft): 64.590 Group: A Warn Stage(ft): 72.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 64.490 0.0100 68.600 0.0100 68.700 0.0100 68.900 0.0100 69.000 0.0100 69.100 0.0200 69.200 0.0500 69.300 0.0900 69.400 0.1400 69.500 0.2200 69.600 0.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 495 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 69.700 0.4700 69.800 0.6200 69.900 0.7600 70.000 0.8700 70.100 0.9900 70.200 1.1000 70.300 1.2200 70.400 1.4000 70.500 1.6300 70.600 1.9200 70.700 2.3000 70.800 2.7800 70.900 3.3800 71.000 4.0300 71.100 4.7100 71.200 5.2100 71.300 5.5500 71.400 5.7900 71.500 6.0100 71.600 6.1500 71.700 6.2400 71.800 6.2800 71.900 6.3000 72.000 6.3200 72.100 6.3300 72.200 6.3400 72.500 6.3400 72.600 6.3500 ------------------------------------------------------------------------------------------ Name: NA2160 Base Flow(cfs): 0.000 Init Stage(ft): 65.050 Group: A Plunge Factor: 1.00 Warn Stage(ft): 71.500 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 64.950 0.0100 68.200 0.0100 68.300 0.0100 68.600 0.0100 68.700 0.0100 68.800 0.0100 68.900 0.0200 69.000 0.0400 69.100 0.0800 69.200 0.1400 69.300 0.2000 69.400 0.2700 69.500 0.3500 69.600 0.4500 69.700 0.5600 69.800 0.7000 69.900 0.9000 70.000 1.1600 70.100 1.4700 70.200 1.8100 70.300 2.2400 70.400 2.8900 70.500 3.6200 70.600 4.2300 70.700 4.6200 70.800 4.8600 70.900 5.0100 71.000 5.1200 71.100 5.2100 71.200 5.2900 71.300 5.3200 71.400 5.3300 71.500 5.3400 ------------------------------------------------------------------------------------------ Name: NA2170 Base Flow(cfs): 0.000 Init Stage(ft): 66.930 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 496 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Warn Stage(ft): 74.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 65.200 0.0100 65.300 1.8600 65.400 1.8700 65.500 1.8900 65.600 1.9000 65.700 1.9200 65.800 1.9300 65.900 1.9400 66.000 1.9600 66.100 1.9700 66.200 1.9700 66.300 1.9800 66.400 1.9900 66.500 2.0100 66.600 2.0200 66.700 2.0300 66.800 2.0400 66.900 2.0500 67.000 2.0500 67.100 2.0600 67.200 2.0700 67.300 2.0800 67.400 2.0900 67.500 2.1000 67.600 2.1100 67.700 2.1300 67.800 2.1300 67.900 2.1400 68.000 2.1500 68.100 2.1600 68.200 2.1800 68.300 2.2000 68.400 2.2100 68.500 2.2400 68.600 2.2600 68.700 2.2800 68.800 2.3000 68.900 2.3300 69.000 2.3600 69.100 2.3900 69.200 2.4200 69.300 2.4700 69.400 2.5400 69.500 2.6200 69.600 2.7200 69.700 2.8200 69.800 2.9500 69.900 3.1000 70.000 3.2400 70.100 3.3900 70.200 3.5500 70.300 3.7100 70.400 3.8700 70.500 4.0800 70.600 4.3300 70.700 4.5600 70.800 4.8000 70.900 5.1000 71.000 5.4700 71.100 5.8700 71.200 6.3400 71.300 6.8300 71.400 7.3300 71.500 7.7700 71.600 8.2600 71.700 8.8600 71.800 9.5400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 497 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 71.900 10.2900 72.000 11.0400 72.100 11.7800 72.200 12.4500 72.300 12.9900 72.400 13.4600 72.500 13.9500 72.600 14.4000 72.700 14.8200 72.800 15.2300 72.900 15.6200 73.000 15.9500 73.100 16.2100 73.200 16.4200 73.300 16.5700 73.400 16.6700 73.500 16.7500 73.600 16.8000 73.700 16.8700 73.800 16.9400 73.900 17.0200 74.000 17.1300 74.100 17.2400 74.200 17.3500 74.300 17.4400 74.400 17.4900 74.500 17.5000 74.600 17.5000 ------------------------------------------------------------------------------------------ Name: NA2180 Base Flow(cfs): 0.000 Init Stage(ft): 66.970 Group: A Warn Stage(ft): 72.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 65.200 0.0100 65.300 0.0200 65.400 0.1000 65.500 0.3600 65.600 0.9400 65.700 1.7400 65.800 2.6100 65.900 3.5300 66.000 4.3900 66.100 5.2600 66.200 6.0800 66.300 6.8600 66.400 7.5900 66.500 8.2300 66.600 8.8100 66.700 9.2600 66.800 9.6500 66.900 9.9900 67.000 10.2900 67.100 10.6100 67.200 10.8800 67.300 11.1100 67.400 11.3100 67.500 11.5100 67.600 11.7000 67.700 11.8400 67.800 11.9900 67.900 12.1300 68.000 12.2700 68.100 12.4100 68.200 12.5500 68.300 12.7000 68.400 12.8700 68.500 13.0300 68.600 13.1900 68.700 13.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 498 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.800 13.4600 68.900 13.5800 69.000 13.7100 69.100 13.8000 69.200 13.9200 69.300 14.0000 69.400 14.0800 69.500 14.1600 69.600 14.2300 69.700 14.3000 69.800 14.3600 69.900 14.4300 70.000 14.4900 70.100 14.5500 70.200 14.6100 70.300 14.6600 70.400 14.7100 70.500 14.7700 70.600 14.8200 70.700 14.8600 70.800 14.9200 70.900 15.0100 71.000 15.1500 71.100 15.2600 71.200 15.3500 71.300 15.4400 71.400 15.5100 71.500 15.5800 71.600 15.6400 71.700 15.7000 71.800 15.7600 71.900 15.8100 72.000 15.8700 72.100 15.9200 72.200 15.9600 72.300 16.0000 72.400 16.0200 72.500 16.0400 72.600 16.0600 72.700 16.0700 72.800 16.0700 ------------------------------------------------------------------------------------------ Name: NA2190 Base Flow(cfs): 0.000 Init Stage(ft): 68.200 Group: A Warn Stage(ft): 74.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 62.050 0.0100 66.400 0.0100 66.500 0.1300 66.600 0.1300 66.700 0.1400 66.800 0.1400 66.900 0.1500 67.000 0.1500 67.100 0.1600 67.200 0.1600 67.300 0.1700 67.400 0.1700 67.500 0.1800 67.600 0.2000 67.700 0.2100 67.800 0.2200 67.900 0.2300 68.000 0.2400 68.100 0.2500 68.200 0.2600 68.300 0.2700 68.400 0.2700 68.500 0.2800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 499 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.600 0.2800 68.700 0.2900 68.900 0.2900 69.000 0.3000 69.100 0.3000 69.200 0.3100 69.400 0.3100 69.500 0.3200 69.600 0.3300 69.700 0.3400 69.800 0.3600 69.900 0.3900 70.000 0.4600 70.100 0.5300 70.200 0.6200 70.300 0.7300 70.400 0.8600 70.500 1.0500 70.600 1.2800 70.700 1.5200 70.800 1.8400 70.900 2.3700 71.000 2.9700 71.100 3.4900 71.200 3.9000 71.300 4.2600 71.400 4.5900 71.500 4.8600 71.600 5.1600 71.700 5.4400 71.800 5.6700 71.900 5.8900 72.000 6.1200 72.100 6.3700 72.200 6.5900 72.300 6.7300 72.400 6.8500 72.500 6.9800 72.600 7.1300 72.700 7.2800 72.800 7.4300 72.900 7.5200 73.000 7.5600 73.100 7.5800 73.200 7.6100 73.300 7.6300 73.400 7.6800 73.500 7.7100 73.600 7.7400 73.700 7.7500 73.800 7.7600 74.300 7.7600 ------------------------------------------------------------------------------------------ Name: NA2200 Base Flow(cfs): 0.000 Init Stage(ft): 68.200 Group: A Warn Stage(ft): 71.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 63.730 0.0100 66.500 0.0100 66.600 0.1500 66.800 0.1500 66.900 0.1600 67.000 0.1600 67.100 0.1700 67.200 0.1700 67.300 0.1800 67.400 0.1800 67.500 0.1900 67.700 0.1900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 500 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 67.800 0.2000 68.100 0.2000 68.200 0.2100 68.300 0.2100 68.400 0.2200 68.500 0.2300 68.700 0.2300 68.800 0.2400 69.000 0.2400 69.100 0.2500 69.200 0.2500 69.300 0.2600 69.500 0.2600 69.600 0.2700 69.700 0.2700 69.800 0.2800 69.900 0.2900 70.000 0.3000 70.100 0.3200 70.200 0.3300 70.300 0.3400 70.400 0.3700 70.500 0.3900 70.600 0.4100 70.700 0.4300 70.800 0.4600 70.900 0.4800 71.000 0.5000 71.100 0.5200 71.200 0.5300 71.300 0.5600 71.400 0.5800 71.500 0.6000 71.600 0.6100 ------------------------------------------------------------------------------------------ Name: NA2210 Base Flow(cfs): 0.000 Init Stage(ft): 68.200 Group: A Warn Stage(ft): 72.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 64.850 0.0100 66.500 0.0100 66.600 0.0800 67.000 0.0800 67.100 0.0900 67.300 0.0900 67.400 0.1000 68.000 0.1000 68.100 0.1100 68.600 0.1100 68.700 0.1200 68.900 0.1200 69.000 0.1300 69.200 0.1300 69.300 0.1400 69.500 0.1400 69.600 0.1500 69.700 0.1500 69.800 0.1600 69.900 0.1800 70.000 0.1900 70.100 0.2100 70.200 0.2300 70.300 0.2600 70.400 0.2900 70.500 0.3200 70.600 0.3500 70.700 0.3800 70.800 0.4100 70.900 0.4400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 501 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 71.000 0.4700 71.100 0.5000 71.200 0.5400 71.300 0.5800 71.400 0.6300 71.500 0.6700 71.600 0.7100 71.700 0.7600 71.800 0.7900 71.900 0.8100 72.000 0.8300 72.100 0.8400 72.200 0.8600 72.300 0.8700 72.400 0.8800 72.500 0.9100 72.600 0.9400 72.700 0.9700 72.900 0.9700 ------------------------------------------------------------------------------------------ Name: NA2220 Base Flow(cfs): 0.000 Init Stage(ft): 38.520 Group: A Warn Stage(ft): 52.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 38.420 0.0100 41.400 0.0100 41.500 0.0100 41.900 0.0100 42.000 0.0100 42.300 0.0100 42.400 0.0200 42.600 0.0200 42.700 0.0300 42.800 0.0400 42.900 0.0400 43.000 0.0500 43.100 0.0600 43.200 0.0700 43.300 0.0700 43.400 0.0800 43.500 0.0900 43.600 0.1000 43.700 0.1100 43.800 0.1200 43.900 0.1300 44.000 0.1500 44.100 0.1600 44.200 0.1800 44.300 0.1900 44.400 0.2100 44.500 0.2300 44.600 0.2500 44.700 0.2800 44.800 0.3000 44.900 0.3300 45.000 0.3600 45.100 0.4000 45.200 0.4300 45.300 0.4700 45.400 0.5000 45.500 0.5400 45.600 0.5800 45.700 0.6200 45.800 0.6600 45.900 0.7100 46.000 0.7500 46.100 0.8000 46.200 0.8400 46.300 0.9000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 502 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.400 0.9400 46.500 0.9800 46.600 1.0200 46.700 1.0600 46.800 1.0900 46.900 1.1200 47.000 1.1500 47.100 1.1800 47.200 1.2200 47.300 1.2600 47.400 1.2800 47.500 1.3200 47.600 1.3400 47.700 1.3700 47.800 1.4100 47.900 1.4300 48.000 1.4700 48.100 1.5100 48.200 1.5400 48.300 1.5900 48.400 1.6300 48.500 1.6800 48.600 1.7400 48.700 1.8000 48.800 1.8600 48.900 1.9200 49.000 1.9900 49.100 2.0700 49.200 2.1300 49.300 2.1800 49.400 2.2400 49.500 2.2800 49.600 2.3100 49.700 2.3500 49.800 2.3800 49.900 2.4000 50.000 2.4200 50.100 2.4400 50.200 2.4500 50.300 2.4700 50.400 2.4800 50.500 2.5000 50.600 2.5100 50.700 2.5200 50.800 2.5400 50.900 2.5500 51.000 2.5600 51.100 2.5700 51.200 2.5800 51.300 2.5800 51.400 2.5900 51.500 2.5900 51.600 2.6000 51.800 2.6000 51.900 2.6100 52.100 2.6100 52.200 2.6200 52.400 2.6200 ------------------------------------------------------------------------------------------ Name: NA2230 Base Flow(cfs): 0.000 Init Stage(ft): 46.730 Group: A Warn Stage(ft): 64.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 46.630 0.0100 49.500 0.0100 49.600 0.0100 49.900 0.0100 50.000 0.0100 50.400 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 503 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.500 0.0200 50.600 0.0200 50.700 0.0300 51.000 0.0300 51.100 0.0400 51.300 0.0400 51.400 0.0500 51.700 0.0500 51.800 0.0600 51.900 0.0600 52.000 0.0700 52.100 0.0800 52.200 0.0800 52.300 0.0900 52.400 0.1000 52.500 0.1200 52.600 0.1300 52.700 0.1500 52.800 0.1600 52.900 0.1700 53.000 0.1800 53.100 0.2000 53.200 0.2200 53.300 0.2300 53.400 0.2400 53.500 0.2600 53.600 0.2800 53.700 0.3000 53.800 0.3200 53.900 0.3400 54.000 0.3600 54.100 0.3800 54.200 0.4000 54.300 0.4200 54.400 0.4400 54.500 0.4700 54.600 0.5000 54.700 0.5300 54.800 0.5500 54.900 0.6000 55.000 0.6400 55.100 0.6900 55.200 0.7500 55.300 0.8200 55.400 0.8900 55.500 0.9700 55.600 1.0600 55.700 1.1500 55.800 1.2500 55.900 1.3400 56.000 1.4600 56.100 1.6000 56.200 1.7200 56.300 1.8000 56.400 1.8600 56.500 1.9300 56.600 1.9900 56.700 2.0500 56.800 2.1100 56.900 2.1900 57.000 2.2700 57.100 2.3500 57.200 2.4500 57.300 2.5500 57.400 2.6300 57.500 2.7100 57.600 2.8000 57.700 2.8800 57.800 2.9700 57.900 3.0700 58.000 3.1700 58.100 3.2400 58.200 3.3100 58.300 3.3800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 504 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.400 3.4400 58.500 3.4900 58.600 3.5400 58.700 3.6000 58.800 3.6600 58.900 3.7100 59.000 3.7500 59.100 3.8000 59.200 3.8400 59.300 3.8900 59.400 3.9300 59.500 3.9800 59.600 4.0300 59.700 4.0700 59.800 4.1100 59.900 4.1500 60.000 4.1800 60.100 4.2200 60.200 4.2600 60.300 4.3100 60.400 4.3400 60.500 4.3700 60.600 4.4000 60.700 4.4300 60.800 4.4600 60.900 4.4900 61.000 4.5100 61.100 4.5400 61.200 4.5600 61.300 4.5700 61.400 4.5900 61.500 4.6100 61.600 4.6200 61.700 4.6400 61.800 4.6500 61.900 4.6700 62.000 4.6800 62.100 4.7000 62.200 4.7200 62.300 4.7300 62.400 4.7400 62.500 4.7500 62.600 4.7700 62.700 4.7800 62.800 4.7900 62.900 4.8000 63.000 4.8100 63.100 4.8200 63.300 4.8200 63.400 4.8300 63.600 4.8300 63.700 4.8400 63.800 4.8400 63.900 4.8500 64.100 4.8500 64.200 4.8600 ------------------------------------------------------------------------------------------ Name: NA2240 Base Flow(cfs): 0.000 Init Stage(ft): 48.510 Group: A Warn Stage(ft): 64.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.410 0.0100 54.600 0.0100 54.700 0.0100 55.500 0.0100 55.600 0.0100 56.000 0.0100 56.100 0.0200 56.200 0.0500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 505 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.300 0.1100 56.400 0.1500 56.500 0.1800 56.600 0.2100 56.700 0.2500 56.800 0.2900 56.900 0.3400 57.000 0.4000 57.100 0.5000 57.200 0.6000 57.300 0.7000 57.400 0.7900 57.500 0.8800 57.600 0.9800 57.700 1.0700 57.800 1.1300 57.900 1.1900 58.000 1.2400 58.100 1.3100 58.200 1.3600 58.300 1.4200 58.400 1.4800 58.500 1.5500 58.600 1.6100 58.700 1.6600 58.800 1.7200 58.900 1.7700 59.000 1.8400 59.100 1.9000 59.200 1.9500 59.300 2.0100 59.400 2.0700 59.500 2.1300 59.600 2.1900 59.700 2.2600 59.800 2.3200 59.900 2.3800 60.000 2.4300 60.100 2.4800 60.200 2.5300 60.300 2.5800 60.400 2.6300 60.500 2.6700 60.600 2.7200 60.700 2.7700 60.800 2.8100 60.900 2.8600 61.000 2.9200 61.100 2.9800 61.200 3.0400 61.300 3.1000 61.400 3.1600 61.500 3.2000 61.600 3.2400 61.700 3.2700 61.800 3.3000 61.900 3.3400 62.000 3.3700 62.100 3.3900 62.200 3.4100 62.300 3.4300 62.400 3.4400 62.500 3.4500 62.600 3.4600 62.700 3.4600 62.800 3.4700 62.900 3.4700 63.000 3.4800 63.200 3.4800 63.300 3.4900 63.400 3.5000 63.500 3.5100 63.600 3.5200 63.700 3.5300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 506 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 63.800 3.5500 63.900 3.6000 64.000 3.6700 64.100 3.6900 ------------------------------------------------------------------------------------------ Name: NA2250 Base Flow(cfs): 0.000 Init Stage(ft): 53.740 Group: A Warn Stage(ft): 64.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 53.640 0.0100 58.200 0.0100 58.300 0.0100 58.600 0.0100 58.700 0.0100 59.000 0.0100 59.100 0.0200 59.200 0.0300 59.300 0.0400 59.400 0.0500 59.500 0.0500 59.600 0.0600 59.700 0.0800 59.800 0.0900 59.900 0.1100 60.000 0.1300 60.100 0.1500 60.200 0.1800 60.300 0.2200 60.400 0.2400 60.500 0.2700 60.600 0.3000 60.700 0.3200 60.800 0.3500 60.900 0.3900 61.000 0.4200 61.100 0.4600 61.200 0.4900 61.300 0.5200 61.400 0.5500 61.500 0.5700 61.600 0.6000 61.700 0.6200 61.800 0.6400 61.900 0.6600 62.000 0.6700 62.100 0.6800 62.200 0.6900 62.300 0.7000 62.400 0.7000 62.500 0.7100 62.900 0.7100 63.000 0.7200 63.700 0.7200 63.800 0.7300 64.600 0.7300 ------------------------------------------------------------------------------------------ Name: NA2260 Base Flow(cfs): 0.000 Init Stage(ft): 54.990 Group: A Warn Stage(ft): 73.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 54.890 0.0100 60.100 0.0100 60.200 0.0100 60.800 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 507 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.900 0.0100 61.200 0.0100 61.300 0.0200 61.400 0.0200 61.500 0.0300 61.600 0.0400 61.700 0.0500 61.800 0.0600 61.900 0.0700 62.000 0.0800 62.100 0.1000 62.200 0.1200 62.300 0.1300 62.400 0.1500 62.500 0.1700 62.600 0.1900 62.700 0.2100 62.800 0.2300 62.900 0.2500 63.000 0.2700 63.100 0.3000 63.200 0.3100 63.300 0.3300 63.400 0.3600 63.500 0.3700 63.600 0.4000 63.700 0.4200 63.800 0.4500 63.900 0.4800 64.000 0.5200 64.100 0.5700 64.200 0.6000 64.300 0.6400 64.400 0.6500 64.500 0.6800 64.600 0.7000 64.700 0.7300 64.800 0.7500 64.900 0.7800 65.000 0.8000 65.100 0.8300 65.200 0.8500 65.300 0.8700 65.400 0.8900 65.500 0.9100 65.600 0.9400 65.700 0.9600 65.800 0.9800 65.900 1.0000 66.000 1.0200 66.100 1.0400 66.200 1.0600 66.300 1.0700 66.400 1.0900 66.500 1.1100 66.600 1.1200 66.700 1.1400 66.800 1.1700 66.900 1.2000 67.000 1.2200 67.100 1.2400 67.200 1.2500 67.300 1.2600 67.400 1.2700 67.500 1.2800 67.600 1.2900 67.900 1.2900 68.000 1.3000 68.500 1.3000 68.600 1.3100 68.800 1.3100 68.900 1.3200 69.100 1.3200 69.200 1.3300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 508 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 69.500 1.3300 69.600 1.3400 70.400 1.3400 70.500 1.3500 71.500 1.3500 71.600 1.3600 73.600 1.3600 ------------------------------------------------------------------------------------------ Name: NA2270 Base Flow(cfs): 0.000 Init Stage(ft): 58.620 Group: A Warn Stage(ft): 70.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 58.520 0.0100 64.600 0.0100 64.700 0.0100 65.400 0.0100 65.500 0.0100 65.900 0.0100 66.000 0.0200 66.400 0.0200 66.500 0.0300 66.600 0.0400 66.700 0.0500 66.800 0.0600 66.900 0.0800 67.000 0.1100 67.100 0.1300 67.200 0.1500 67.300 0.1700 67.400 0.2000 67.500 0.2100 67.600 0.2300 67.700 0.2500 67.800 0.2700 67.900 0.3000 68.000 0.3300 68.100 0.3500 68.200 0.3700 68.300 0.3900 68.400 0.4200 68.500 0.4400 68.600 0.4600 68.700 0.5000 68.800 0.5600 68.900 0.6200 69.000 0.7000 69.100 0.7700 69.200 0.8400 69.300 0.8900 69.400 0.9300 69.500 0.9800 69.600 1.0000 69.700 1.0100 69.800 1.0300 69.900 1.0500 70.000 1.0500 70.100 1.0600 70.200 1.0600 ------------------------------------------------------------------------------------------ Name: NA2280 Base Flow(cfs): 0.000 Init Stage(ft): 59.500 Group: A Warn Stage(ft): 71.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 59.400 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 509 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 66.300 0.0100 66.400 0.0100 66.600 0.0100 66.700 0.0100 66.900 0.0100 67.000 0.0200 67.100 0.0300 67.200 0.0300 67.300 0.0500 67.400 0.0700 67.500 0.0900 67.600 0.1200 67.700 0.1400 67.800 0.1800 67.900 0.2100 68.000 0.2700 68.100 0.3400 68.200 0.3900 68.300 0.4700 68.400 0.5400 68.500 0.6200 68.600 0.7000 68.700 0.8000 68.800 0.9200 68.900 1.0500 69.000 1.2000 69.100 1.3200 69.200 1.4700 69.300 1.6300 69.400 1.7700 69.500 1.8700 69.600 1.9500 69.700 2.0100 69.800 2.0500 69.900 2.1000 70.000 2.1500 70.100 2.2000 70.200 2.2600 70.300 2.3600 70.400 2.4300 70.500 2.5000 70.600 2.5500 70.700 2.6000 70.800 2.6400 70.900 2.6500 71.000 2.6600 71.100 2.6700 71.200 2.6700 71.300 2.6800 71.400 2.6800 ------------------------------------------------------------------------------------------ Name: NA2290 Base Flow(cfs): 0.000 Init Stage(ft): 63.000 Group: A Warn Stage(ft): 72.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 62.900 0.0100 67.400 0.0100 67.500 0.0100 67.700 0.0100 67.800 0.0100 67.900 0.0100 68.000 0.0200 68.100 0.0300 68.300 0.0300 68.400 0.0400 68.500 0.0400 68.600 0.0600 68.700 0.0700 68.800 0.0900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 510 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.900 0.1100 69.000 0.1400 69.100 0.1600 69.200 0.2000 69.300 0.2400 69.400 0.2900 69.500 0.3400 69.600 0.4000 69.700 0.4600 69.800 0.5600 69.900 0.6700 70.000 0.7500 70.100 0.8200 70.200 0.8900 70.300 0.9600 70.400 1.0300 70.500 1.1200 70.600 1.2400 70.700 1.3700 70.800 1.5200 70.900 1.6800 71.000 1.8200 71.100 1.9600 71.200 2.0800 71.300 2.1800 71.400 2.2700 71.500 2.3600 71.600 2.4200 71.700 2.4400 71.800 2.4600 71.900 2.4600 72.000 2.4800 72.100 2.4900 72.300 2.4900 ------------------------------------------------------------------------------------------ Name: NA2300 Base Flow(cfs): 0.000 Init Stage(ft): 65.000 Group: A Warn Stage(ft): 73.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 64.900 0.0100 69.000 0.0100 69.100 0.0100 69.200 0.0100 69.300 0.0200 69.400 0.0300 69.500 0.0300 69.600 0.0400 69.700 0.0600 69.800 0.0800 69.900 0.0900 70.000 0.1100 70.100 0.1300 70.200 0.1400 70.300 0.1600 70.400 0.1800 70.500 0.1900 70.600 0.2000 70.700 0.2300 70.800 0.2500 70.900 0.2700 71.000 0.2900 71.100 0.3100 71.200 0.3500 71.300 0.4000 71.400 0.4700 71.500 0.5600 71.600 0.6700 71.700 0.7800 71.800 0.8900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 511 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 71.900 1.0000 72.000 1.1300 72.100 1.2400 72.200 1.3500 72.300 1.5100 72.400 1.6900 72.500 1.9100 72.600 2.1600 72.700 2.4900 72.800 2.7100 72.900 2.8300 73.000 2.9200 73.100 2.9800 73.200 3.0300 73.300 3.0600 73.400 3.0700 73.600 3.0700 ------------------------------------------------------------------------------------------ Name: NA2310 Base Flow(cfs): 0.000 Init Stage(ft): 67.600 Group: A Warn Stage(ft): 73.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 67.600 0.0100 67.800 0.0100 67.900 0.0100 68.000 0.0200 68.100 0.0200 68.200 0.0300 68.600 0.0300 68.700 0.0400 69.100 0.0400 69.200 0.0500 69.800 0.0500 69.900 0.0600 70.000 0.0600 70.100 0.0700 70.200 0.0800 70.300 0.0800 70.400 0.1000 70.500 0.1300 70.600 0.1500 70.700 0.1700 70.800 0.2200 70.900 0.2700 71.000 0.3400 71.100 0.4200 71.200 0.5100 71.300 0.5900 71.400 0.6700 71.500 0.7600 71.600 0.8400 71.700 0.8900 71.800 0.9500 71.900 0.9900 72.000 1.0300 72.100 1.0600 72.200 1.0800 72.300 1.0900 72.400 1.1000 73.000 1.1000 ------------------------------------------------------------------------------------------ Name: NA2320 Base Flow(cfs): 0.000 Init Stage(ft): 62.710 Group: A Warn Stage(ft): 69.300 Type: Stage/Area Stage(ft) Area(ac) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 512 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- 62.700 0.2300 63.300 0.2300 63.400 0.2400 63.800 0.2400 63.900 0.2500 64.800 0.2500 64.900 0.2600 65.400 0.2600 65.500 0.2700 65.900 0.2700 66.000 0.2800 66.500 0.2800 66.600 0.2900 66.800 0.2900 66.900 0.3000 67.000 0.3100 67.100 0.3200 67.200 0.3300 67.300 0.3600 67.400 0.3900 67.500 0.4400 67.600 0.4800 67.700 0.5200 67.800 0.5600 67.900 0.6000 68.000 0.6200 68.100 0.6500 68.200 0.6900 68.300 0.7200 68.400 0.7900 68.500 0.8400 68.600 0.8800 68.700 0.9100 68.800 0.9500 68.900 0.9700 69.000 1.0000 69.100 1.0200 69.200 1.0400 69.300 1.0500 ------------------------------------------------------------------------------------------ Name: NA2330 Base Flow(cfs): 0.000 Init Stage(ft): 34.950 Group: A Warn Stage(ft): 52.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 34.850 0.0100 43.500 0.0100 43.600 0.0100 44.400 0.0100 44.500 0.0100 44.800 0.0100 44.900 0.0200 45.000 0.0200 45.100 0.0300 45.200 0.0400 45.300 0.0600 45.400 0.0800 45.500 0.0900 45.600 0.1100 45.700 0.1200 45.800 0.1300 45.900 0.1500 46.000 0.1600 46.100 0.1800 46.200 0.2000 46.300 0.2200 46.400 0.2300 46.500 0.2400 46.600 0.2500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 513 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 46.700 0.2600 46.800 0.2700 46.900 0.2900 47.000 0.3000 47.100 0.3200 47.200 0.3300 47.300 0.3400 47.400 0.3500 47.500 0.3600 47.600 0.3800 47.700 0.4000 47.800 0.4100 47.900 0.4200 48.000 0.4300 48.100 0.4400 48.200 0.4500 48.300 0.4600 48.400 0.4600 48.500 0.4700 48.600 0.4800 48.700 0.4900 48.800 0.4900 48.900 0.5000 49.000 0.5000 49.100 0.5100 49.200 0.5200 49.300 0.5300 49.400 0.5400 49.500 0.5600 49.600 0.5700 49.700 0.5900 49.800 0.6200 49.900 0.6400 50.000 0.6800 50.100 0.7100 50.200 0.7400 50.300 0.7600 50.400 0.7800 50.500 0.7900 50.600 0.8200 50.700 0.8400 50.800 0.8600 50.900 0.8800 51.000 0.8900 51.100 0.9000 51.200 0.9000 51.300 0.9100 51.400 0.9100 51.500 0.9200 52.000 0.9200 52.100 0.9300 52.300 0.9300 ------------------------------------------------------------------------------------------ Name: NA2340 Base Flow(cfs): 0.000 Init Stage(ft): 46.380 Group: A Warn Stage(ft): 59.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 46.280 0.0100 48.500 0.0100 48.600 0.0100 49.100 0.0100 49.200 0.0100 49.300 0.0100 49.400 0.0200 49.500 0.0200 49.600 0.0300 49.700 0.0400 49.800 0.0400 49.900 0.0500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 514 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.000 0.0600 50.100 0.0600 50.200 0.0700 50.300 0.0800 50.400 0.0900 50.500 0.1000 50.600 0.1200 50.700 0.1400 50.800 0.1800 50.900 0.2200 51.000 0.2600 51.100 0.3000 51.200 0.3500 51.300 0.3900 51.400 0.4200 51.500 0.4600 51.600 0.5100 51.700 0.5400 51.800 0.5900 51.900 0.6300 52.000 0.6800 52.100 0.7300 52.200 0.8000 52.300 0.8700 52.400 0.9400 52.500 1.0200 52.600 1.0900 52.700 1.1300 52.800 1.1800 52.900 1.2300 53.000 1.2800 53.100 1.3100 53.200 1.3500 53.300 1.3900 53.400 1.4300 53.500 1.4900 53.600 1.5400 53.700 1.5800 53.800 1.6200 53.900 1.6600 54.000 1.7000 54.100 1.7400 54.200 1.7900 54.300 1.8300 54.400 1.8800 54.500 1.9300 54.600 1.9800 54.700 2.0400 54.800 2.1200 54.900 2.1800 55.000 2.2700 55.100 2.3600 55.200 2.4300 55.300 2.5000 55.400 2.5800 55.500 2.6500 55.600 2.7400 55.700 2.8200 55.800 2.9000 55.900 2.9600 56.000 2.9900 56.100 3.0200 56.200 3.0500 56.300 3.0800 56.400 3.0900 56.500 3.1100 56.600 3.1400 56.700 3.1500 56.800 3.1600 56.900 3.1700 57.000 3.1800 57.100 3.1900 57.200 3.2000 57.300 3.2000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 515 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 57.400 3.2100 57.500 3.2100 57.600 3.2200 57.700 3.2300 57.900 3.2300 58.000 3.2400 58.200 3.2400 58.300 3.2500 58.900 3.2500 59.000 3.2600 59.500 3.2600 ------------------------------------------------------------------------------------------ Name: NA2345 Base Flow(cfs): 0.000 Init Stage(ft): 49.600 Group: A Warn Stage(ft): 59.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.600 0.1000 59.600 0.1000 ------------------------------------------------------------------------------------------ Name: NA2350 Base Flow(cfs): 0.000 Init Stage(ft): 49.700 Group: A Warn Stage(ft): 56.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.600 0.0100 49.900 0.0100 50.000 0.0100 50.200 0.0100 50.300 0.0100 50.400 0.0200 50.500 0.0400 50.600 0.0700 50.700 0.1100 50.800 0.1500 50.900 0.2300 51.000 0.3200 51.100 0.4000 51.200 0.4800 51.300 0.5600 51.400 0.6600 51.500 0.7400 51.600 0.8100 51.700 0.8800 51.800 0.9700 51.900 1.0500 52.000 1.1400 52.100 1.2300 52.200 1.3100 52.300 1.3800 52.400 1.4400 52.500 1.5000 52.600 1.5600 52.700 1.6100 52.800 1.6700 52.900 1.7300 53.000 1.8000 53.100 1.8700 53.200 1.9500 53.300 2.0100 53.400 2.0900 53.500 2.1400 53.600 2.1800 53.700 2.2000 53.800 2.2200 53.900 2.2300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 516 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.000 2.2500 54.100 2.2600 54.200 2.2700 54.300 2.2800 54.400 2.2900 54.500 2.3000 54.600 2.3100 54.700 2.3300 54.800 2.3500 54.900 2.3600 55.000 2.3800 55.100 2.4000 55.200 2.4300 55.300 2.4400 55.400 2.4500 55.500 2.4600 56.300 2.4600 ------------------------------------------------------------------------------------------ Name: NA2360 Base Flow(cfs): 0.000 Init Stage(ft): 43.500 Group: A Warn Stage(ft): 52.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 43.500 0.0100 44.200 0.0100 44.300 0.0100 44.900 0.0100 45.000 0.0200 45.100 0.0200 45.200 0.0300 45.300 0.0300 45.400 0.0400 45.500 0.0500 45.600 0.0700 45.700 0.1100 45.800 0.1500 45.900 0.2000 46.000 0.2600 46.100 0.3100 46.200 0.3700 46.300 0.4300 46.400 0.4800 46.500 0.5200 46.600 0.5700 46.700 0.6200 46.800 0.6800 46.900 0.7400 47.000 0.8000 47.100 0.8600 47.200 0.9000 47.300 0.9500 47.400 1.0000 47.500 1.0500 47.600 1.0900 47.700 1.1300 47.800 1.1600 47.900 1.1800 48.000 1.2000 48.100 1.2100 48.200 1.2300 48.300 1.2300 48.400 1.2500 48.500 1.2500 48.600 1.2600 48.700 1.2800 48.800 1.2900 48.900 1.3000 49.000 1.3100 49.100 1.3200 49.200 1.3400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 517 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.300 1.3600 49.400 1.3700 49.500 1.3800 49.600 1.3900 49.700 1.4100 49.800 1.4200 49.900 1.4300 50.000 1.4400 50.100 1.4600 50.200 1.4700 50.300 1.4800 50.400 1.5100 50.500 1.5400 50.600 1.5800 50.700 1.6000 50.800 1.6200 50.900 1.6400 51.000 1.6500 51.100 1.6700 51.200 1.6900 51.300 1.7000 51.400 1.7100 51.500 1.7100 51.600 1.7200 52.200 1.7200 52.300 1.7300 ------------------------------------------------------------------------------------------ Name: NA2370 Base Flow(cfs): 0.000 Init Stage(ft): 42.290 Group: A Warn Stage(ft): 56.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 42.190 0.0100 47.400 0.0100 47.500 0.0100 49.200 0.0100 49.300 0.0100 49.500 0.0100 49.600 0.0200 49.700 0.0300 49.800 0.0400 49.900 0.0500 50.000 0.0600 50.100 0.0800 50.200 0.0900 50.300 0.1000 50.400 0.1100 50.500 0.1200 50.600 0.1300 50.700 0.1300 50.800 0.1400 51.000 0.1400 51.100 0.1500 51.400 0.1500 51.500 0.1600 51.700 0.1600 51.800 0.1700 52.000 0.1700 52.100 0.1800 52.200 0.1800 52.300 0.1900 52.500 0.1900 52.600 0.2000 52.700 0.2000 52.800 0.2100 52.900 0.2100 53.000 0.2200 53.100 0.2200 53.200 0.2300 56.500 0.2300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 518 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA2380 Base Flow(cfs): 0.000 Init Stage(ft): 51.510 Group: A Warn Stage(ft): 59.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 51.410 0.0100 52.000 0.0100 52.100 0.0100 52.800 0.0100 52.900 0.0100 53.200 0.0100 53.300 0.0200 53.500 0.0200 53.600 0.0300 53.700 0.0400 53.800 0.0400 53.900 0.0500 54.000 0.0500 54.100 0.0600 54.200 0.0600 54.300 0.0700 54.400 0.0800 54.500 0.0800 54.600 0.0900 54.700 0.1000 54.800 0.1100 54.900 0.1100 55.000 0.1200 55.100 0.1400 55.200 0.1500 55.300 0.1600 55.400 0.1700 55.500 0.1800 55.600 0.1900 55.700 0.2000 55.800 0.2100 55.900 0.2100 56.000 0.2200 56.100 0.2300 59.900 0.2300 ------------------------------------------------------------------------------------------ Name: NA2390 Base Flow(cfs): 0.000 Init Stage(ft): 54.570 Group: A Warn Stage(ft): 60.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 52.260 0.0100 55.100 0.0100 55.200 0.0100 55.500 0.0100 55.600 0.0100 55.900 0.0100 56.000 0.0200 56.300 0.0200 56.400 0.0300 56.500 0.0300 56.600 0.0400 56.700 0.0400 56.800 0.0500 56.900 0.0500 57.000 0.0600 57.100 0.0700 57.300 0.0700 57.400 0.0800 57.500 0.0800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 519 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 57.600 0.0900 57.700 0.0900 57.800 0.1000 57.900 0.1000 58.000 0.1100 58.200 0.1100 58.300 0.1200 60.100 0.1200 ------------------------------------------------------------------------------------------ Name: NA2400 Base Flow(cfs): 0.000 Init Stage(ft): 55.320 Group: A Warn Stage(ft): 64.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.220 0.0100 58.000 0.0100 58.100 0.0100 58.500 0.0100 58.600 0.0100 59.900 0.0100 60.000 0.0200 60.100 0.0400 60.200 0.0600 60.300 0.0900 60.400 0.1100 60.500 0.1300 60.600 0.1600 60.700 0.1800 60.800 0.2100 60.900 0.2600 61.000 0.3100 61.100 0.3600 61.200 0.4300 61.300 0.4900 61.400 0.5600 61.500 0.6300 61.600 0.7100 61.700 0.7800 61.800 0.8600 61.900 0.9100 62.000 0.9500 62.100 0.9700 62.200 1.0000 62.300 1.0100 62.400 1.0300 62.500 1.0400 62.600 1.0600 62.700 1.0600 62.800 1.0700 64.700 1.0700 ------------------------------------------------------------------------------------------ Name: NA2410 Base Flow(cfs): 0.000 Init Stage(ft): 57.600 Group: A Warn Stage(ft): 63.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 57.500 0.0100 58.000 0.0100 58.100 0.0100 58.200 0.0100 58.300 0.0100 58.400 0.0200 58.500 0.0300 58.600 0.0400 58.700 0.0500 58.800 0.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 520 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.900 0.0800 59.000 0.1000 59.100 0.1200 59.200 0.1500 59.300 0.1800 59.400 0.2300 59.500 0.2700 59.600 0.3300 59.700 0.3900 59.800 0.4500 59.900 0.5100 60.000 0.5500 60.100 0.5800 60.200 0.6000 60.300 0.6300 60.400 0.6500 60.500 0.6800 60.600 0.7000 60.700 0.7200 60.800 0.7400 60.900 0.7700 61.000 0.8100 61.100 0.8400 61.200 0.8700 61.300 0.9100 61.400 0.9700 61.500 1.0100 61.600 1.0700 61.700 1.1400 61.800 1.2300 61.900 1.3100 62.000 1.3500 62.100 1.3800 62.200 1.4000 62.300 1.4200 63.000 1.4200 ------------------------------------------------------------------------------------------ Name: NA2420 Base Flow(cfs): 0.000 Init Stage(ft): 51.510 Group: A Warn Stage(ft): 66.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.970 0.0100 52.000 0.0100 52.100 0.0100 52.400 0.0100 52.500 0.0100 53.000 0.0100 53.100 0.0200 53.500 0.0200 53.600 0.0300 53.900 0.0300 54.000 0.0400 54.200 0.0400 54.300 0.0500 54.400 0.0500 54.500 0.0600 54.600 0.0600 54.700 0.0700 54.800 0.0800 54.900 0.0900 55.000 0.0900 55.100 0.1000 55.200 0.1100 55.300 0.1200 55.400 0.1300 55.500 0.1400 55.600 0.1500 55.700 0.1700 55.800 0.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 521 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.900 0.1900 56.000 0.2100 56.100 0.2300 56.200 0.2500 56.300 0.2700 56.400 0.2800 56.500 0.3000 56.600 0.3200 56.700 0.3300 56.800 0.3500 56.900 0.3600 57.000 0.3800 57.100 0.4000 57.200 0.4100 57.300 0.4300 57.400 0.4500 57.500 0.4700 57.600 0.4800 57.700 0.5000 57.800 0.5200 57.900 0.5300 58.000 0.5600 58.100 0.5800 58.200 0.6000 58.300 0.6200 58.400 0.6400 58.500 0.6700 58.600 0.7000 58.700 0.7300 58.800 0.7500 58.900 0.7800 59.000 0.8000 59.100 0.8300 59.200 0.8700 59.300 0.8900 59.400 0.9300 59.500 0.9600 59.600 0.9900 59.700 1.0200 59.800 1.0500 59.900 1.0900 60.000 1.1300 60.100 1.1800 60.200 1.2400 60.300 1.2900 60.400 1.3500 60.500 1.4000 60.600 1.4600 60.700 1.5200 60.800 1.5700 60.900 1.6400 61.000 1.7000 61.100 1.7800 61.200 1.8500 61.300 1.9200 61.400 2.0100 61.500 2.1200 61.600 2.2100 61.700 2.3400 61.800 2.5200 61.900 2.7200 62.000 2.9000 62.100 3.0800 62.200 3.2300 62.300 3.4300 62.400 3.6100 62.500 3.7800 62.600 3.9400 62.700 4.1200 62.800 4.3100 62.900 4.4900 63.000 4.6800 63.100 4.8900 63.200 5.2400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 522 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 63.300 5.4800 63.400 5.7400 63.500 5.9600 63.600 6.1600 63.700 6.3500 63.800 6.4800 63.900 6.5900 64.000 6.7300 64.100 6.8700 64.200 7.0100 64.300 7.1100 64.400 7.2000 64.500 7.2700 64.600 7.3400 64.700 7.4000 64.800 7.4600 64.900 7.5100 65.000 7.5500 65.100 7.5900 65.200 7.6300 65.300 7.6800 65.400 7.7100 65.500 7.7400 65.600 7.7700 65.700 7.7900 65.800 7.8100 65.900 7.8300 66.000 7.8500 66.100 7.8600 66.200 7.8700 66.500 7.8700 ------------------------------------------------------------------------------------------ Name: NA2430 Base Flow(cfs): 0.000 Init Stage(ft): 54.700 Group: A Warn Stage(ft): 67.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 54.700 0.0100 58.000 0.0100 58.100 0.0100 58.400 0.0100 58.500 0.0200 58.700 0.0200 58.800 0.0300 58.900 0.0300 59.000 0.0400 59.100 0.0500 59.200 0.0700 59.300 0.0800 59.400 0.1000 59.500 0.1200 59.600 0.1600 59.700 0.2200 59.800 0.3100 59.900 0.4100 60.000 0.5300 60.100 0.6300 60.200 0.7400 60.300 0.8200 60.400 0.8800 60.500 0.9500 60.600 1.0100 60.700 1.0600 60.800 1.1100 60.900 1.1500 61.000 1.1900 61.100 1.2300 61.200 1.2800 61.300 1.3500 61.400 1.4300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 523 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.500 1.5200 61.600 1.6100 61.700 1.7200 61.800 1.8000 61.900 1.8700 62.000 1.9200 62.100 1.9800 62.200 2.0200 62.300 2.0600 62.400 2.1000 62.500 2.1400 62.600 2.2000 62.700 2.2700 62.800 2.3400 62.900 2.4000 63.000 2.4600 63.100 2.5100 63.200 2.5600 63.300 2.6100 63.400 2.6600 63.500 2.7200 63.600 2.7700 63.700 2.8200 63.800 2.8600 63.900 2.9300 64.000 3.0100 64.100 3.1100 64.200 3.2200 64.300 3.3300 64.400 3.4100 64.500 3.5200 64.600 3.6100 64.700 3.6900 64.800 3.7900 64.900 3.8800 65.000 3.9800 65.100 4.0800 65.200 4.1700 65.300 4.2900 65.400 4.3700 65.500 4.4300 65.600 4.5000 65.700 4.5800 65.800 4.7100 65.900 4.8300 66.000 4.9800 66.100 5.0500 66.200 5.0900 66.300 5.1300 66.400 5.1600 66.500 5.1800 66.600 5.2000 66.700 5.2200 66.800 5.2400 66.900 5.2600 67.000 5.2700 67.100 5.2800 67.200 5.2800 ------------------------------------------------------------------------------------------ Name: NA2440 Base Flow(cfs): 0.000 Init Stage(ft): 55.800 Group: A Warn Stage(ft): 60.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.800 0.0100 55.900 0.0100 56.000 0.0100 56.100 0.0200 56.200 0.0400 56.300 0.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 524 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.400 0.0900 56.500 0.1300 56.600 0.1600 56.700 0.1900 56.800 0.2200 56.900 0.2500 57.000 0.2800 57.100 0.2900 57.200 0.3100 57.300 0.3300 57.400 0.3500 57.500 0.3800 57.600 0.4100 57.700 0.4400 57.800 0.4700 57.900 0.5000 58.000 0.5300 58.100 0.5700 58.200 0.6100 58.300 0.6500 58.400 0.6900 58.500 0.7500 58.600 0.8300 58.700 0.9300 58.800 1.0300 58.900 1.1400 59.000 1.2400 59.100 1.3700 59.200 1.5000 59.300 1.6300 59.400 1.7500 59.500 1.8600 59.600 1.9800 59.700 2.0800 59.800 2.1700 59.900 2.2700 60.000 2.3900 60.100 2.6500 60.200 2.9300 60.300 3.0300 60.400 3.1100 60.500 3.1200 60.600 3.1200 ------------------------------------------------------------------------------------------ Name: NA2450 Base Flow(cfs): 0.000 Init Stage(ft): 60.140 Group: A Warn Stage(ft): 68.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 59.600 0.0100 59.700 0.0100 59.800 0.0100 59.900 0.0200 60.000 0.0300 60.100 0.0500 60.200 0.0800 60.300 0.1300 60.400 0.1700 60.500 0.1900 60.600 0.2100 60.700 0.2200 60.800 0.2200 60.900 0.2300 61.100 0.2300 61.200 0.2400 61.300 0.2500 61.400 0.2600 61.500 0.2700 61.600 0.2700 61.700 0.2800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 525 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.800 0.2900 61.900 0.3100 62.000 0.3400 62.100 0.3600 62.200 0.3900 62.300 0.4300 62.400 0.4600 62.500 0.4900 62.600 0.5200 62.700 0.5500 62.800 0.6000 62.900 0.6500 63.000 0.7000 63.100 0.7600 63.200 0.8400 63.300 0.9000 63.400 0.9700 63.500 1.0600 63.600 1.1300 63.700 1.2100 63.800 1.2900 63.900 1.3900 64.000 1.4800 64.100 1.5900 64.200 1.6800 64.300 1.7700 64.400 1.8700 64.500 1.9800 64.600 2.0900 64.700 2.1800 64.800 2.3100 64.900 2.4600 65.000 2.6000 65.100 2.7600 65.200 2.9200 65.300 3.0700 65.400 3.1800 65.500 3.2900 65.600 3.3800 65.700 3.4500 65.800 3.5300 65.900 3.6100 66.000 3.7100 66.100 3.8300 66.200 3.9600 66.300 4.1500 66.400 4.4200 66.500 4.6000 66.600 4.7200 66.700 4.8300 66.800 4.9700 66.900 5.1000 67.000 5.1900 67.100 5.2600 67.200 5.3100 67.300 5.3600 67.400 5.4000 67.500 5.4300 67.600 5.4500 67.700 5.4700 67.800 5.4800 67.900 5.4900 68.000 5.5000 68.100 5.5100 ------------------------------------------------------------------------------------------ Name: NA2460 Base Flow(cfs): 0.000 Init Stage(ft): 51.100 Group: A Warn Stage(ft): 60.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 526 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.100 0.0100 51.200 0.0100 51.300 0.0200 51.400 0.0300 51.500 0.0400 51.600 0.0500 51.700 0.0500 51.800 0.0600 51.900 0.0700 52.100 0.0700 52.200 0.0800 52.400 0.0800 52.500 0.0900 52.600 0.0900 52.700 0.1000 52.900 0.1000 53.000 0.1100 53.100 0.1100 53.200 0.1200 53.300 0.1200 53.400 0.1300 53.500 0.1400 53.600 0.1400 53.700 0.1500 53.800 0.1500 53.900 0.1600 54.000 0.1700 54.100 0.1800 54.200 0.1900 54.300 0.2000 54.400 0.2100 54.500 0.2200 54.600 0.2400 54.700 0.2500 54.800 0.2700 54.900 0.2800 55.000 0.2900 55.100 0.3000 55.200 0.3200 55.300 0.3500 55.400 0.3700 55.500 0.4100 55.600 0.4500 55.700 0.5100 55.800 0.5600 55.900 0.6100 56.000 0.6800 56.100 0.7300 56.200 0.7900 56.300 0.8400 56.400 0.8900 56.500 0.9600 56.600 1.0500 56.700 1.1100 56.800 1.1800 56.900 1.2500 57.000 1.3300 57.100 1.4000 57.200 1.4900 57.300 1.5800 57.400 1.7000 57.500 1.8100 57.600 1.9400 57.700 2.0600 57.800 2.1700 57.900 2.3100 58.000 2.4200 58.100 2.5500 58.200 2.7100 58.300 2.9100 58.400 3.0500 58.500 3.2000 58.600 3.3800 58.700 3.5500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 527 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.800 3.6700 58.900 3.7500 59.000 3.7900 59.100 3.8100 59.200 3.8300 59.300 3.8500 59.400 3.8700 59.500 3.8700 59.600 3.8800 59.700 3.8900 60.000 3.8900 60.100 3.9000 60.500 3.9000 ------------------------------------------------------------------------------------------ Name: NA2470 Base Flow(cfs): 0.000 Init Stage(ft): 53.370 Group: A Warn Stage(ft): 57.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 52.500 0.0100 52.600 0.0100 52.700 0.0100 52.800 0.0200 52.900 0.0300 53.000 0.0500 53.100 0.0500 53.200 0.0600 53.300 0.0600 53.400 0.0700 53.900 0.0700 54.000 0.0800 54.200 0.0800 54.300 0.0900 54.500 0.0900 54.600 0.1000 54.900 0.1000 55.000 0.1100 55.100 0.1200 55.200 0.1300 55.300 0.1600 55.400 0.2000 55.500 0.2300 55.600 0.2600 55.700 0.2800 55.800 0.3200 55.900 0.3700 56.000 0.4100 56.100 0.4700 56.200 0.5200 56.300 0.5600 56.400 0.6200 56.500 0.6700 56.600 0.7400 56.700 0.8400 56.800 0.9600 56.900 1.0200 57.000 1.0600 57.100 1.0900 57.200 1.1200 57.300 1.1500 57.400 1.1700 57.500 1.2000 57.600 1.2100 57.700 1.2200 57.800 1.2200 57.900 1.2300 ------------------------------------------------------------------------------------------ Name: NA2480 Base Flow(cfs): 0.000 Init Stage(ft): 49.100 Group: A Warn Stage(ft): 57.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 528 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.100 0.0100 49.200 0.0100 49.300 0.0100 49.400 0.0100 49.500 0.0300 49.600 0.0600 49.700 0.0800 49.800 0.1000 49.900 0.1200 50.000 0.1300 50.100 0.1300 50.200 0.1400 50.300 0.1400 50.400 0.1500 50.500 0.1500 50.600 0.1600 50.700 0.1600 50.800 0.1700 51.000 0.1700 51.100 0.1800 51.400 0.1800 51.500 0.1900 51.700 0.1900 51.800 0.2000 51.900 0.2000 52.000 0.2100 52.100 0.2100 52.200 0.2200 52.400 0.2200 52.500 0.2300 52.600 0.2300 52.700 0.2400 52.800 0.2500 52.900 0.2800 53.000 0.3200 53.100 0.3700 53.200 0.4000 53.300 0.4600 53.400 0.5200 53.500 0.5800 53.600 0.6400 53.700 0.7000 53.800 0.7500 53.900 0.8200 54.000 0.8900 54.100 0.9900 54.200 1.1400 54.300 1.3600 54.400 1.6400 54.500 1.7200 54.600 1.7700 54.700 1.8200 54.800 1.8700 54.900 1.9000 55.000 1.9300 55.100 1.9600 55.200 1.9900 55.300 2.0300 55.400 2.0600 55.500 2.1000 55.600 2.1300 55.700 2.1600 55.800 2.2100 55.900 2.2600 56.000 2.3200 56.100 2.3800 56.200 2.4600 56.300 2.5400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 529 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.400 2.7500 56.500 2.7900 56.600 2.8200 56.700 2.8500 56.800 2.8800 56.900 2.9100 57.000 2.9400 57.100 2.9800 57.200 3.0200 57.300 3.0500 57.400 3.0600 57.500 3.0700 57.700 3.0700 ------------------------------------------------------------------------------------------ Name: NA2490 Base Flow(cfs): 0.000 Init Stage(ft): 59.400 Group: A Warn Stage(ft): 63.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 59.400 0.0100 59.500 0.0100 59.600 0.0100 59.700 0.0200 59.800 0.0200 59.900 0.0300 60.000 0.0500 60.100 0.0600 60.200 0.0900 60.300 0.1100 60.400 0.1500 60.500 0.1900 60.600 0.2200 60.700 0.2500 60.800 0.2800 60.900 0.3100 61.000 0.3300 61.100 0.3600 61.200 0.3800 61.300 0.3900 61.400 0.4200 61.500 0.4400 61.600 0.4500 61.700 0.4600 61.800 0.4900 61.900 0.5000 62.000 0.5100 62.100 0.5300 62.200 0.5400 62.300 0.5500 62.400 0.5700 62.500 0.5800 62.600 0.6100 62.700 0.6500 62.800 0.6900 62.900 0.7300 63.000 0.7500 63.100 0.7700 63.200 0.7900 63.300 0.8000 63.500 0.8000 ------------------------------------------------------------------------------------------ Name: NA2500 Base Flow(cfs): 0.000 Init Stage(ft): 53.950 Group: A Warn Stage(ft): 67.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 530 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.850 0.0100 58.900 0.0100 59.000 0.0100 59.100 0.0100 59.200 0.0300 59.300 0.0600 59.400 0.0900 59.500 0.1200 59.600 0.1500 59.700 0.1700 59.800 0.2000 59.900 0.2300 60.000 0.2700 60.100 0.3000 60.200 0.3400 60.300 0.3700 60.400 0.4000 60.500 0.4500 60.600 0.5100 60.700 0.5600 60.800 0.6200 60.900 0.6800 61.000 0.7500 61.100 0.8300 61.200 0.8800 61.300 0.9200 61.400 0.9600 61.500 0.9900 61.600 1.0300 61.700 1.0800 61.800 1.1200 61.900 1.1600 62.000 1.2200 62.100 1.2700 62.200 1.3200 62.300 1.3800 62.400 1.4800 62.500 1.5900 62.600 1.6700 62.700 1.7600 62.800 1.8300 62.900 1.9300 63.000 2.0200 63.100 2.1100 63.200 2.1900 63.300 2.2800 63.400 2.3900 63.500 2.5200 63.600 2.5900 63.700 2.6600 63.800 2.7400 63.900 2.8100 64.000 2.8900 64.100 2.9900 64.200 3.0400 64.300 3.1000 64.400 3.1700 64.500 3.2500 64.600 3.3200 64.700 3.3900 64.800 3.4600 64.900 3.5300 65.000 3.6000 65.100 3.7000 65.200 3.7900 65.300 3.8300 65.400 3.8600 65.500 3.8900 65.600 3.9200 65.700 3.9300 65.800 3.9400 65.900 3.9500 66.000 3.9600 66.100 3.9700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 531 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 66.200 3.9900 66.300 4.0100 66.400 4.0400 66.500 4.0700 66.600 4.0900 66.700 4.1200 66.800 4.1300 66.900 4.1700 67.000 4.2300 67.100 4.2400 ------------------------------------------------------------------------------------------ Name: NA2510 Base Flow(cfs): 0.000 Init Stage(ft): 59.820 Group: A Warn Stage(ft): 67.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 59.720 0.0100 63.400 0.0100 63.500 0.0100 64.200 0.0100 64.300 0.0100 64.600 0.0100 64.700 0.0200 64.900 0.0200 65.000 0.0300 65.100 0.0400 65.200 0.0500 65.300 0.0800 65.400 0.1200 65.500 0.1600 65.600 0.2000 65.700 0.2400 65.800 0.2900 65.900 0.3400 66.000 0.3700 66.100 0.4100 66.200 0.4400 66.300 0.4800 66.400 0.5100 66.500 0.5500 66.600 0.5800 66.700 0.6200 66.800 0.6600 66.900 0.7000 67.000 0.7300 67.600 0.7300 ------------------------------------------------------------------------------------------ Name: NA2520 Base Flow(cfs): 0.000 Init Stage(ft): 64.150 Group: A Warn Stage(ft): 70.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 64.050 0.0100 65.400 0.0100 65.500 0.0100 65.700 0.0100 65.800 0.0200 65.900 0.0400 66.000 0.0700 66.100 0.1000 66.200 0.1100 66.300 0.1300 66.400 0.1500 66.500 0.1700 66.600 0.1900 66.700 0.2200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 532 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 66.800 0.2700 66.900 0.3200 67.000 0.3600 67.100 0.3900 67.200 0.4100 67.300 0.4200 67.400 0.4400 67.500 0.4600 67.600 0.4800 67.700 0.4900 67.800 0.5100 67.900 0.5300 68.000 0.5500 68.100 0.5500 68.200 0.5700 68.300 0.5800 68.400 0.6000 68.500 0.6200 68.600 0.6400 68.700 0.6600 68.800 0.6900 68.900 0.7200 69.000 0.7400 69.100 0.7700 69.200 0.8000 69.300 0.8200 69.400 0.8300 69.500 0.8400 70.400 0.8400 ------------------------------------------------------------------------------------------ Name: NA2530 Base Flow(cfs): 0.000 Init Stage(ft): 64.870 Group: A Warn Stage(ft): 70.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 64.770 0.0100 66.200 0.0100 66.300 0.0100 66.500 0.0100 66.600 0.0100 67.400 0.0100 67.500 0.0200 68.400 0.0200 68.500 0.0300 68.900 0.0300 69.000 0.0400 69.100 0.0400 69.200 0.0500 69.300 0.0500 69.400 0.0600 69.600 0.0600 69.700 0.0700 69.800 0.0800 69.900 0.0900 70.000 0.1200 70.100 0.1500 70.200 0.2000 70.300 0.2500 70.400 0.2700 70.500 0.2700 70.600 0.2800 70.700 0.2900 70.800 0.2900 ------------------------------------------------------------------------------------------ Name: NA2540 Base Flow(cfs): 0.000 Init Stage(ft): 65.420 Group: A Warn Stage(ft): 72.500 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 533 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 64.320 0.0100 65.500 0.0100 65.600 0.0100 66.000 0.0100 66.100 0.0100 66.200 0.0100 66.300 0.0200 66.400 0.0200 66.500 0.0300 66.600 0.0400 66.700 0.0500 66.800 0.0700 66.900 0.0900 67.000 0.1100 67.100 0.1200 67.200 0.1400 67.300 0.1600 67.400 0.1800 67.500 0.2000 67.600 0.2100 67.700 0.2400 67.800 0.2600 67.900 0.2900 68.000 0.3200 68.100 0.3800 68.200 0.4600 68.300 0.5500 68.400 0.6500 68.500 0.7600 68.600 0.9300 68.700 1.1400 68.800 1.4200 68.900 1.6800 69.000 1.9100 69.100 2.1500 69.200 2.4100 69.300 2.6800 69.400 2.8900 69.500 3.0600 69.600 3.1500 69.700 3.2300 69.800 3.2900 69.900 3.3200 70.000 3.3500 70.100 3.3800 70.200 3.4000 70.300 3.4100 70.400 3.4100 70.500 3.4200 71.100 3.4200 71.200 3.4300 71.500 3.4300 71.600 3.4400 71.700 3.4400 71.800 3.4500 72.000 3.4500 72.100 3.4600 72.400 3.4600 72.500 3.4700 ------------------------------------------------------------------------------------------ Name: NA2550 Base Flow(cfs): 0.000 Init Stage(ft): 65.430 Group: A Warn Stage(ft): 70.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 65.330 0.0100 68.400 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 534 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.500 0.0100 68.600 0.0100 68.700 0.0200 68.800 0.0400 68.900 0.0500 69.000 0.0800 69.100 0.1100 69.200 0.1400 69.300 0.1800 69.400 0.2100 69.500 0.2400 69.600 0.2700 69.700 0.2700 69.800 0.2800 69.900 0.2800 70.000 0.2900 70.200 0.2900 70.300 0.3000 70.400 0.3000 70.500 0.3100 70.600 0.3200 70.900 0.3200 ------------------------------------------------------------------------------------------ Name: NA2560 Base Flow(cfs): 0.000 Init Stage(ft): 66.720 Group: A Warn Stage(ft): 70.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.620 0.0100 68.200 0.0100 68.300 0.0100 68.500 0.0100 68.600 0.0100 68.700 0.0100 68.800 0.0200 68.900 0.0300 69.000 0.0600 69.100 0.0800 69.200 0.1100 69.300 0.1400 69.400 0.1600 69.500 0.1800 69.600 0.1900 69.700 0.2000 69.800 0.2000 69.900 0.2100 70.000 0.2200 70.100 0.2200 70.200 0.2300 70.300 0.2400 70.800 0.2400 70.900 0.2500 ------------------------------------------------------------------------------------------ Name: NA2570 Base Flow(cfs): 0.000 Init Stage(ft): 67.100 Group: A Warn Stage(ft): 70.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 67.000 0.0100 67.300 0.0100 67.400 0.0100 67.600 0.0100 67.700 0.0100 67.900 0.0100 68.000 0.0200 68.100 0.0400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 535 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.200 0.0600 68.300 0.0700 68.400 0.0900 68.500 0.1200 68.600 0.1500 68.700 0.2000 68.800 0.2500 68.900 0.3200 69.000 0.3900 69.100 0.4700 69.200 0.5500 69.300 0.6500 69.400 0.7600 69.500 0.8700 69.600 0.9500 69.700 0.9900 69.800 1.0300 69.900 1.0500 70.000 1.0800 70.100 1.1000 70.200 1.1300 70.300 1.1500 70.400 1.1700 70.500 1.1800 70.600 1.1900 70.700 1.1900 ------------------------------------------------------------------------------------------ Name: NA2580 Base Flow(cfs): 0.000 Init Stage(ft): 67.200 Group: A Warn Stage(ft): 72.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 67.200 0.0100 67.300 0.0100 67.400 0.0500 67.500 0.0900 67.600 0.1400 67.700 0.2000 67.800 0.2400 67.900 0.2600 68.000 0.2800 68.100 0.3000 68.200 0.3200 68.300 0.3500 68.400 0.3900 68.500 0.4400 68.600 0.5200 68.700 0.6300 68.800 0.7900 68.900 0.9800 69.000 1.2300 69.100 1.4800 69.200 1.7400 69.300 1.9700 69.400 2.1700 69.500 2.3900 69.600 2.6600 69.700 2.9600 69.800 3.2400 69.900 3.4900 70.000 3.7100 70.100 3.9300 70.200 4.1400 70.300 4.3300 70.400 4.5000 70.500 4.6200 70.600 4.7300 70.700 4.8000 70.800 4.8600 70.900 4.9100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 536 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 71.000 4.9400 71.100 4.9700 71.200 4.9900 71.300 5.0100 71.400 5.0300 71.500 5.0600 71.600 5.1200 71.700 5.2000 71.800 5.2600 71.900 5.2800 72.000 5.2900 ------------------------------------------------------------------------------------------ Name: NA2590 Base Flow(cfs): 0.000 Init Stage(ft): 55.410 Group: A Warn Stage(ft): 65.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.310 0.0100 55.400 0.0100 55.500 0.0100 56.600 0.0100 56.700 0.0100 57.300 0.0100 57.400 0.0200 57.500 0.0200 57.600 0.0300 57.700 0.0300 57.800 0.0400 57.900 0.0400 58.000 0.0500 58.100 0.0500 58.200 0.0600 58.300 0.0800 58.400 0.1000 58.500 0.1200 58.600 0.1300 58.700 0.1700 58.800 0.2000 58.900 0.2400 59.000 0.2700 59.100 0.3100 59.200 0.3500 59.300 0.4000 59.400 0.4500 59.500 0.5000 59.600 0.5400 59.700 0.5800 59.800 0.6200 59.900 0.6600 60.000 0.7000 60.100 0.7500 60.200 0.7900 60.300 0.8400 60.400 0.8900 60.500 0.9500 60.600 1.0300 60.700 1.1100 60.800 1.1900 60.900 1.2800 61.000 1.3800 61.100 1.4400 61.200 1.4900 61.300 1.5500 61.400 1.5900 61.500 1.6400 61.600 1.6900 61.700 1.7400 61.800 1.7900 61.900 1.8400 62.000 1.8900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 537 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 62.100 1.9300 62.200 1.9800 62.300 2.0200 62.400 2.0700 62.500 2.1200 62.600 2.1700 62.700 2.2200 62.800 2.2600 62.900 2.3200 63.000 2.3900 63.100 2.4600 63.200 2.5300 63.300 2.5900 63.400 2.6400 63.500 2.7100 63.600 2.8000 63.700 2.8700 63.800 2.9700 63.900 3.0800 64.000 3.2000 64.100 3.3000 64.200 3.3800 64.300 3.4400 64.400 3.4900 64.500 3.5300 64.600 3.5500 64.700 3.5600 64.800 3.5700 64.900 3.5800 65.000 3.5900 65.300 3.5900 ------------------------------------------------------------------------------------------ Name: NA2600 Base Flow(cfs): 0.000 Init Stage(ft): 57.720 Group: A Warn Stage(ft): 63.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 56.900 0.0100 57.000 0.0100 57.400 0.0100 57.500 0.0200 57.800 0.0200 57.900 0.0300 58.100 0.0300 58.200 0.0400 58.500 0.0400 58.600 0.0500 58.800 0.0500 58.900 0.0600 59.100 0.0600 59.200 0.0700 59.600 0.0700 59.700 0.0800 60.000 0.0800 60.100 0.0900 60.200 0.1100 60.300 0.1200 60.400 0.1400 60.500 0.1600 60.600 0.1800 60.700 0.2000 60.800 0.2200 60.900 0.2400 61.000 0.2700 61.100 0.3400 61.200 0.4200 61.300 0.5200 61.400 0.6300 61.500 0.7000 61.600 0.7800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 538 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.700 0.8100 61.800 0.8300 61.900 0.8300 62.000 0.8400 62.100 0.8400 62.200 0.8500 63.200 0.8500 ------------------------------------------------------------------------------------------ Name: NA2610 Base Flow(cfs): 0.000 Init Stage(ft): 61.700 Group: A Warn Stage(ft): 70.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 61.400 0.0100 61.600 0.0100 61.700 0.0100 61.800 0.0200 61.900 0.0300 62.000 0.0600 62.100 0.0700 62.200 0.0900 62.300 0.1100 62.400 0.1300 62.500 0.1400 62.600 0.1600 62.700 0.1700 62.800 0.1800 62.900 0.2000 63.000 0.2100 63.100 0.2300 63.200 0.2500 63.300 0.2600 63.400 0.2800 63.500 0.3000 63.600 0.3100 63.700 0.3400 63.800 0.3500 63.900 0.3700 64.000 0.3900 64.100 0.4200 64.200 0.4600 64.300 0.5000 64.400 0.5500 64.500 0.6000 64.600 0.6500 64.700 0.7200 64.800 0.8000 64.900 0.8900 65.000 0.9800 65.100 1.0700 65.200 1.1700 65.300 1.2700 65.400 1.3700 65.500 1.4500 65.600 1.5300 65.700 1.6000 65.800 1.6700 65.900 1.7600 66.000 1.8600 66.100 1.9500 66.200 2.1000 66.300 2.2000 66.400 2.3000 66.500 2.4100 66.600 2.5300 66.700 2.6300 66.800 2.7300 66.900 2.8300 67.000 2.9100 67.100 2.9800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 539 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 67.200 3.0500 67.300 3.1400 67.400 3.2400 67.500 3.3100 67.600 3.3700 67.700 3.4300 67.800 3.4700 67.900 3.5000 68.000 3.5300 68.100 3.5500 68.200 3.5700 68.300 3.5900 68.400 3.6100 68.500 3.6300 68.600 3.6500 68.700 3.6700 68.800 3.6900 68.900 3.7100 69.000 3.7300 69.100 3.7500 69.200 3.7900 69.300 3.8200 69.400 3.8500 69.500 3.8900 69.600 3.9100 69.700 3.9300 69.800 3.9400 69.900 3.9500 70.000 3.9600 70.100 3.9700 70.200 3.9800 70.300 3.9800 70.400 3.9900 70.600 3.9900 ------------------------------------------------------------------------------------------ Name: NA2620 Base Flow(cfs): 0.000 Init Stage(ft): 66.790 Group: A Warn Stage(ft): 71.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.400 0.0100 66.900 0.0100 67.000 0.0100 67.500 0.0100 67.600 0.0100 67.700 0.0200 67.800 0.0400 67.900 0.0600 68.000 0.0700 68.100 0.0800 68.200 0.0900 68.300 0.1000 68.400 0.1000 68.500 0.1200 68.600 0.1300 68.700 0.1500 68.800 0.1700 68.900 0.1800 69.000 0.2000 69.100 0.2200 69.200 0.2500 69.300 0.2900 69.400 0.3400 69.500 0.4000 69.600 0.4400 69.700 0.4700 69.800 0.5100 69.900 0.5400 70.000 0.5700 70.100 0.5800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 540 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 70.200 0.5900 70.300 0.5900 70.400 0.6000 70.500 0.6100 70.600 0.6200 70.700 0.6300 70.800 0.6300 70.900 0.6400 71.000 0.6400 71.100 0.6500 71.300 0.6500 71.400 0.6600 71.600 0.6600 71.700 0.6700 71.800 0.6700 ------------------------------------------------------------------------------------------ Name: NA2630 Base Flow(cfs): 0.000 Init Stage(ft): 66.600 Group: A Warn Stage(ft): 71.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.600 0.0100 66.700 0.0100 66.800 0.0200 66.900 0.0300 67.000 0.0500 67.100 0.0600 67.200 0.0700 67.300 0.0800 67.400 0.0900 67.500 0.1100 67.600 0.1300 67.700 0.1400 67.800 0.1600 67.900 0.1700 68.000 0.1900 68.100 0.2000 68.200 0.2100 68.300 0.2400 68.400 0.2700 68.500 0.3000 68.600 0.3200 68.700 0.3500 68.800 0.3700 68.900 0.4000 69.000 0.4200 69.100 0.4500 69.200 0.4800 69.300 0.5200 69.400 0.5600 69.500 0.6200 69.600 0.7000 69.700 0.7900 69.800 0.9000 69.900 1.0100 70.000 1.1500 70.100 1.2900 70.200 1.4500 70.300 1.6600 70.400 1.9200 70.500 2.3000 70.600 2.8600 70.700 3.4300 70.800 3.8200 70.900 4.0600 71.000 4.1600 71.100 4.2200 71.200 4.2400 71.300 4.2600 71.400 4.2600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 541 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 71.500 4.2700 71.600 4.2700 ------------------------------------------------------------------------------------------ Name: NA2640 Base Flow(cfs): 0.000 Init Stage(ft): 60.500 Group: A Warn Stage(ft): 65.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 60.500 0.0100 60.700 0.0100 60.800 0.0100 60.900 0.0100 61.000 0.0200 61.100 0.0200 61.200 0.0300 61.300 0.0300 61.400 0.0400 61.500 0.0400 61.600 0.0500 61.700 0.0700 61.800 0.0900 61.900 0.1100 62.000 0.1400 62.100 0.1600 62.200 0.1700 62.300 0.1900 62.400 0.2000 62.500 0.2100 62.600 0.2300 62.700 0.2400 62.800 0.2600 62.900 0.2800 63.000 0.3100 63.100 0.3600 63.200 0.4400 63.300 0.5300 63.400 0.6100 63.500 0.6900 63.600 0.7500 63.700 0.8100 63.800 0.8500 63.900 0.8800 64.000 0.9100 64.100 0.9300 64.200 0.9600 64.300 0.9900 64.400 1.0400 64.500 1.0900 64.600 1.1200 64.700 1.1300 64.800 1.1400 65.100 1.1400 ------------------------------------------------------------------------------------------ Name: NA2650 Base Flow(cfs): 0.000 Init Stage(ft): 66.200 Group: A Warn Stage(ft): 70.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.200 0.0100 66.300 0.0100 66.400 0.0100 66.600 0.0100 66.700 0.0200 66.900 0.0200 67.000 0.0300 67.200 0.0300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 542 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 67.300 0.0400 67.500 0.0400 67.600 0.0500 68.000 0.0500 68.100 0.0600 68.400 0.0600 68.500 0.0700 68.600 0.0800 68.700 0.0900 68.800 0.1000 68.900 0.1200 69.000 0.1500 69.100 0.1900 69.200 0.2300 69.300 0.2700 69.400 0.3200 69.500 0.3800 69.600 0.4500 69.700 0.5200 69.800 0.6000 69.900 0.6900 70.000 0.7500 70.100 0.8100 70.200 0.8300 70.300 0.8400 70.400 0.8500 70.500 0.8500 ------------------------------------------------------------------------------------------ Name: NA2660 Base Flow(cfs): 0.000 Init Stage(ft): 60.200 Group: A Warn Stage(ft): 70.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 60.100 0.0100 67.400 0.0100 67.500 0.0100 67.600 0.0100 67.700 0.0100 67.800 0.0200 67.900 0.0400 68.000 0.0600 68.100 0.0900 68.200 0.1300 68.300 0.1800 68.400 0.2300 68.500 0.2700 68.600 0.3200 68.700 0.3600 68.800 0.4200 68.900 0.4600 69.000 0.4900 69.100 0.5300 69.200 0.5700 69.300 0.5900 69.400 0.6200 69.500 0.6700 69.600 0.7100 69.700 0.7500 69.800 0.7900 69.900 0.8100 70.000 0.8200 70.100 0.8300 70.200 0.8400 70.300 0.8500 70.600 0.8500 ------------------------------------------------------------------------------------------ Name: NA2670 Base Flow(cfs): 0.000 Init Stage(ft): 66.200 Group: A Warn Stage(ft): 71.000 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 543 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 66.200 0.0100 66.300 0.0100 66.400 0.0200 66.500 0.0400 66.600 0.0500 66.700 0.0600 66.800 0.0800 66.900 0.0800 67.000 0.1000 67.100 0.1000 67.200 0.1100 67.300 0.1200 67.400 0.1200 67.500 0.1300 67.600 0.1400 67.700 0.1500 67.800 0.1600 67.900 0.1700 68.000 0.1700 68.100 0.1800 68.200 0.1900 68.300 0.2000 68.400 0.2000 68.500 0.2100 68.600 0.2200 68.700 0.2300 68.800 0.2400 68.900 0.2600 69.000 0.3100 69.100 0.4300 69.200 0.5900 69.300 0.7800 69.400 0.9200 69.500 1.0800 69.600 1.2600 69.700 1.4300 69.800 1.6400 69.900 1.8600 70.000 2.0800 70.100 2.2800 70.200 2.5300 70.300 2.7400 70.400 2.8800 70.500 3.0300 70.600 3.1100 70.700 3.1400 70.800 3.1500 70.900 3.1600 71.000 3.1700 ------------------------------------------------------------------------------------------ Name: NA2680 Base Flow(cfs): 0.000 Init Stage(ft): 68.150 Group: A Warn Stage(ft): 70.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 65.800 0.0100 65.900 0.0100 66.000 0.0100 66.100 0.0300 66.200 0.0500 66.300 0.0500 66.400 0.0600 66.500 0.0700 66.600 0.0800 67.000 0.0800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 544 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 67.100 0.0900 67.200 0.0900 67.300 0.1000 67.400 0.1100 68.000 0.1100 68.100 0.1200 68.300 0.1200 68.400 0.1300 68.500 0.1400 68.600 0.1400 68.700 0.1600 68.800 0.1800 68.900 0.2100 69.000 0.2500 69.100 0.3100 69.200 0.4100 69.300 0.5200 69.400 0.6500 69.500 0.8500 69.600 1.1300 69.700 1.4400 69.800 1.8100 69.900 2.1500 70.000 2.3000 70.100 2.3800 70.200 2.4300 70.300 2.4700 70.400 2.4800 70.500 2.4800 70.600 2.4900 ------------------------------------------------------------------------------------------ Name: NA2690 Base Flow(cfs): 0.000 Init Stage(ft): 62.880 Group: A Warn Stage(ft): 70.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 62.780 0.0100 67.900 0.0100 68.000 0.0100 68.200 0.0100 68.300 0.0100 68.400 0.0200 68.500 0.0300 68.600 0.0400 69.000 0.0400 69.100 0.0500 69.200 0.0600 69.300 0.0700 69.400 0.0700 69.500 0.0800 69.600 0.0900 69.700 0.0900 69.800 0.1100 69.900 0.1200 70.000 0.1300 70.100 0.1600 70.200 0.1900 70.300 0.2100 70.400 0.2100 70.500 0.2200 ------------------------------------------------------------------------------------------ Name: NA2700 Base Flow(cfs): 0.000 Init Stage(ft): 61.620 Group: A Warn Stage(ft): 73.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 545 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.520 0.0100 68.000 0.0100 68.100 0.0100 68.200 0.0100 68.300 0.0200 68.400 0.0500 68.500 0.0900 68.600 0.1300 68.700 0.2000 68.800 0.2800 68.900 0.3900 69.000 0.5500 69.100 0.7200 69.200 0.9100 69.300 1.1100 69.400 1.3300 69.500 1.5400 69.600 1.7200 69.700 1.9200 69.800 2.1000 69.900 2.3100 70.000 2.5000 70.100 2.7000 70.200 2.9100 70.300 3.1800 70.400 3.5200 70.500 3.9400 70.600 4.4900 70.700 5.1600 70.800 6.0500 70.900 6.9000 71.000 7.6500 71.100 8.2200 71.200 8.5800 71.300 8.8500 71.400 9.0100 71.500 9.2000 71.600 9.3600 71.700 9.4800 71.800 9.5900 71.900 9.6800 72.000 9.7700 72.100 9.8700 72.200 9.9700 72.300 10.0800 72.400 10.1700 72.500 10.2500 72.600 10.3000 72.700 10.3700 72.800 10.4400 72.900 10.4900 73.000 10.5100 73.100 10.5200 73.200 10.5200 ------------------------------------------------------------------------------------------ Name: NA2710 Base Flow(cfs): 0.000 Init Stage(ft): 68.860 Group: A Warn Stage(ft): 73.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 68.760 0.0100 70.100 0.0100 70.200 0.0100 70.300 0.0100 70.400 0.0200 70.500 0.0400 70.600 0.0500 70.700 0.0600 70.800 0.0800 70.900 0.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 546 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 71.000 0.1400 71.100 0.1900 71.200 0.2600 71.300 0.3600 71.400 0.4800 71.500 0.6300 71.600 0.7600 71.700 0.9200 71.800 1.0800 71.900 1.2200 72.000 1.3200 72.100 1.4300 72.200 1.5000 72.300 1.5300 72.400 1.5600 72.500 1.5800 72.600 1.6000 72.700 1.6100 72.800 1.6300 72.900 1.6500 73.000 1.6800 73.100 1.7200 73.200 1.8400 73.300 2.0000 73.400 2.0100 ------------------------------------------------------------------------------------------ Name: NA2720 Base Flow(cfs): 0.000 Init Stage(ft): 68.920 Group: A Warn Stage(ft): 73.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 68.820 0.0100 69.600 0.0100 69.700 0.0100 70.300 0.0100 70.400 0.0100 71.100 0.0100 71.200 0.0200 71.400 0.0200 71.500 0.0300 71.600 0.0300 71.700 0.0400 71.800 0.0600 71.900 0.0700 72.000 0.0800 72.100 0.0900 72.200 0.1100 72.300 0.1300 72.400 0.1500 72.500 0.1700 72.600 0.2000 72.700 0.2200 72.800 0.2300 72.900 0.2500 73.000 0.2600 73.100 0.2700 73.200 0.2900 73.300 0.3100 73.400 0.3400 73.500 0.3600 73.600 0.3800 73.700 0.3900 73.800 0.4000 73.900 0.4100 ------------------------------------------------------------------------------------------ Name: NA2730 Base Flow(cfs): 0.000 Init Stage(ft): 69.800 Group: A Warn Stage(ft): 73.800 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 547 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 69.800 0.0100 70.100 0.0100 70.200 0.0100 70.300 0.0200 70.400 0.0300 70.500 0.0600 70.600 0.0900 70.700 0.1100 70.800 0.1300 70.900 0.1500 71.000 0.1700 71.100 0.1800 71.200 0.1900 71.300 0.2000 71.400 0.2100 71.500 0.2200 71.600 0.2300 71.700 0.2500 71.800 0.2600 71.900 0.2800 72.000 0.3100 72.100 0.3800 72.200 0.4600 72.300 0.5600 72.400 0.6700 72.500 0.7900 72.600 0.9600 72.700 1.1700 72.800 1.4100 72.900 1.6600 73.000 1.9400 73.100 2.2900 73.200 2.5900 73.300 2.9400 73.400 3.1200 73.500 3.2600 73.600 3.3000 73.700 3.3100 73.800 3.3100 ------------------------------------------------------------------------------------------ Name: NA2740 Base Flow(cfs): 0.000 Init Stage(ft): 69.010 Group: A Warn Stage(ft): 72.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.700 0.0100 66.800 0.0100 66.900 0.0100 67.200 0.0100 67.300 0.0200 67.800 0.0200 67.900 0.0300 68.000 0.0300 68.100 0.0400 68.300 0.0400 68.400 0.0500 68.700 0.0500 68.800 0.0600 69.000 0.0600 69.100 0.0700 69.200 0.0700 69.300 0.0800 69.400 0.0800 69.500 0.0900 69.700 0.0900 69.800 0.1000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 548 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 69.900 0.1000 70.000 0.1100 70.100 0.1100 70.200 0.1200 70.300 0.1300 70.400 0.1600 70.500 0.2100 70.600 0.2700 70.700 0.3300 70.800 0.3800 70.900 0.4500 71.000 0.5100 71.100 0.5700 71.200 0.6300 71.300 0.7000 71.400 0.7700 71.500 0.8300 71.600 0.9000 71.700 0.9400 71.800 1.0000 71.900 1.0300 72.000 1.0900 72.100 1.1400 72.200 1.2100 72.300 1.2800 72.400 1.3000 72.500 1.3100 72.600 1.3200 72.700 1.3200 ------------------------------------------------------------------------------------------ Name: NA2750 Base Flow(cfs): 0.000 Init Stage(ft): 57.290 Group: A Warn Stage(ft): 69.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 56.500 0.0100 57.400 0.0100 57.500 0.3700 57.600 0.3700 57.700 0.3800 57.800 0.3800 57.900 0.4000 58.000 0.4100 58.100 0.4200 58.200 0.4400 58.300 0.4500 58.400 0.4600 58.500 0.4600 58.600 0.4700 58.700 0.4800 58.800 0.4900 58.900 0.4900 59.000 0.5000 59.100 0.5000 59.200 0.5100 59.300 0.5200 59.400 0.5200 59.500 0.5300 59.600 0.5300 59.700 0.5400 59.800 0.5400 59.900 0.5500 60.000 0.5500 60.100 0.5600 60.200 0.5600 60.300 0.5800 60.400 0.5800 60.500 0.6000 60.600 0.6100 60.700 0.6200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 549 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.800 0.6400 60.900 0.6800 61.000 0.7400 61.100 0.8100 61.200 0.9500 61.300 1.1100 61.400 1.2800 61.500 1.4500 61.600 1.6000 61.700 1.7300 61.800 1.8200 61.900 1.8700 62.000 1.9300 62.100 1.9900 62.200 2.0400 62.300 2.0900 62.400 2.1400 62.500 2.2000 62.600 2.2400 62.700 2.2800 62.800 2.3100 62.900 2.3500 63.000 2.3900 63.100 2.4300 63.200 2.4900 63.300 2.5500 63.400 2.6200 63.500 2.6900 63.600 2.7600 63.700 2.8600 63.800 2.9700 63.900 3.0900 64.000 3.2300 64.100 3.4200 64.200 3.5900 64.300 3.7500 64.400 3.8800 64.500 4.0200 64.600 4.1800 64.700 4.3100 64.800 4.4500 64.900 4.6000 65.000 4.7600 65.100 4.9500 65.200 5.1200 65.300 5.2600 65.400 5.3600 65.500 5.4600 65.600 5.5400 65.700 5.6200 65.800 5.7000 65.900 5.7800 66.000 5.8500 66.100 5.9200 66.200 6.0000 66.300 6.1000 66.400 6.2400 66.500 6.3800 66.600 6.4400 66.700 6.4900 66.800 6.5200 66.900 6.5400 67.000 6.5600 67.100 6.5700 67.200 6.5900 67.300 6.6100 67.400 6.6200 67.500 6.6400 67.600 6.6500 67.700 6.6700 67.800 6.6800 67.900 6.6900 68.000 6.7000 68.100 6.7200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 550 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.200 6.7400 68.300 6.7600 68.400 6.7800 68.500 6.8100 68.600 6.8400 68.700 6.8500 68.800 6.8700 68.900 6.8900 69.000 6.9000 69.100 6.9200 69.200 6.9200 69.300 6.9300 69.400 6.9400 69.500 6.9400 ------------------------------------------------------------------------------------------ Name: NA2760 Base Flow(cfs): 0.000 Init Stage(ft): 62.680 Group: A Warn Stage(ft): 69.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 60.000 0.1700 60.100 0.1700 60.200 0.1800 60.400 0.1800 60.500 0.1900 60.700 0.1900 60.800 0.2000 61.000 0.2000 61.100 0.2100 61.200 0.2100 61.300 0.2200 61.400 0.2200 61.500 0.2400 61.600 0.2400 61.700 0.2600 61.800 0.2700 61.900 0.2800 62.000 0.2900 62.100 0.3000 62.200 0.3100 62.300 0.3300 62.400 0.3300 62.500 0.3500 62.600 0.3600 62.700 0.3700 62.800 0.3700 62.900 0.3800 63.000 0.3900 63.100 0.4000 63.200 0.4000 63.300 0.4100 63.400 0.4200 63.600 0.4200 63.700 0.4300 63.800 0.4400 63.900 0.4500 64.000 0.4600 64.100 0.4700 64.200 0.4800 64.300 0.4900 64.400 0.5100 64.500 0.5200 64.600 0.5300 64.700 0.5400 64.800 0.5500 64.900 0.5700 65.000 0.5800 65.100 0.6000 65.200 0.6100 65.300 0.6100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 551 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.400 0.6200 65.500 0.6300 65.600 0.6400 65.700 0.6500 65.800 0.6600 65.900 0.6700 66.000 0.6800 66.100 0.7000 66.200 0.7200 66.300 0.7400 66.400 0.7600 66.500 0.7800 66.600 0.8000 66.700 0.8200 66.800 0.8400 66.900 0.8600 67.000 0.8900 67.100 0.9200 67.200 0.9600 67.300 1.0100 67.400 1.0500 67.500 1.1100 67.600 1.1600 67.700 1.2300 67.800 1.3000 67.900 1.4200 68.000 1.5400 68.100 1.7200 68.200 1.9200 68.300 2.1200 68.400 2.3200 68.500 2.5000 68.600 2.6500 68.700 2.7900 68.800 2.9300 68.900 3.0700 69.000 3.2300 69.100 3.4000 69.200 3.5600 69.300 3.7200 69.400 3.9200 69.500 3.9500 69.600 3.9600 69.800 3.9600 ------------------------------------------------------------------------------------------ Name: NA2770 Base Flow(cfs): 0.000 Init Stage(ft): 66.250 Group: A Warn Stage(ft): 73.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.150 0.0100 66.200 0.0100 66.300 0.0100 66.400 0.0100 66.500 0.0100 66.700 0.0100 66.800 0.0200 67.200 0.0200 67.300 0.0300 67.500 0.0300 67.600 0.0400 67.700 0.0500 67.800 0.0500 67.900 0.0600 68.000 0.0700 68.100 0.0700 68.200 0.0800 68.300 0.0900 68.400 0.1000 68.500 0.1200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 552 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.600 0.1600 68.700 0.2400 68.800 0.3200 68.900 0.3900 69.000 0.4600 69.100 0.5300 69.200 0.6000 69.300 0.6800 69.400 0.7900 69.500 0.9000 69.600 0.9900 69.700 1.0900 69.800 1.1700 69.900 1.2300 70.000 1.3200 70.100 1.4300 70.200 1.5600 70.300 1.7700 70.400 2.0100 70.500 2.2400 70.600 2.4600 70.700 2.6700 70.800 2.8900 70.900 3.1700 71.000 3.5100 71.100 3.8800 71.200 4.1500 71.300 4.3600 71.400 4.5500 71.500 4.7300 71.600 4.9000 71.700 5.1000 71.800 5.3100 71.900 5.5000 72.000 5.6900 72.100 5.8500 72.200 6.0100 72.300 6.1400 72.400 6.2600 72.500 6.3700 72.600 6.4500 72.700 6.5000 72.800 6.5600 72.900 6.6100 73.000 6.6900 73.100 6.8100 73.200 6.9800 73.300 7.0500 73.400 7.0700 73.500 7.0800 73.700 7.0800 ------------------------------------------------------------------------------------------ Name: NA2780 Base Flow(cfs): 0.000 Init Stage(ft): 68.500 Group: A Warn Stage(ft): 73.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 67.100 0.1200 67.200 0.1200 67.300 0.1300 67.600 0.1300 67.700 0.1400 67.900 0.1400 68.000 0.1500 68.500 0.1500 68.600 0.1600 69.000 0.1600 69.100 0.1700 69.200 0.1800 69.400 0.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 553 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 69.500 0.1900 69.600 0.1900 69.700 0.2000 70.000 0.2000 70.100 0.2100 70.300 0.2100 70.400 0.2200 70.500 0.2300 70.600 0.2300 70.700 0.2400 70.800 0.2500 71.000 0.2500 71.100 0.2600 71.200 0.2700 71.300 0.2900 71.400 0.3200 71.500 0.3600 71.600 0.4400 71.700 0.5500 71.800 0.7000 71.900 0.8700 72.000 1.0300 72.100 1.1700 72.200 1.3200 72.300 1.4600 72.400 1.5800 72.500 1.6800 72.600 1.7800 72.700 1.8900 72.800 2.0100 72.900 2.1500 73.000 2.2300 73.100 2.2500 73.200 2.2500 73.300 2.2600 73.500 2.2600 73.600 2.2700 73.900 2.2700 ------------------------------------------------------------------------------------------ Name: NA2790 Base Flow(cfs): 0.000 Init Stage(ft): 35.440 Group: A Warn Stage(ft): 50.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 31.900 0.0100 32.000 0.0200 32.100 0.0800 32.200 0.1400 32.300 0.1700 32.400 0.1900 32.500 0.2100 32.600 0.2200 32.700 0.2300 32.800 0.2400 32.900 0.2400 33.000 0.2500 33.100 0.2600 33.200 0.2600 33.300 0.2700 33.400 0.2800 33.500 0.2900 33.600 0.3000 33.700 0.3100 33.800 0.3200 33.900 0.3300 34.000 0.3300 34.100 0.3400 34.200 0.3400 34.300 0.3500 34.400 0.3600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 554 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.500 0.3700 34.600 0.3800 34.700 0.3900 34.800 0.4000 34.900 0.4100 35.000 0.4200 35.100 0.4200 35.200 0.4300 35.300 0.4300 35.400 0.4400 35.500 0.4500 35.600 0.4600 35.700 0.4700 35.800 0.4800 35.900 0.4900 36.000 0.4900 36.100 0.5000 36.200 0.5100 36.300 0.5200 36.400 0.5300 36.500 0.5400 36.600 0.5500 36.700 0.5700 36.800 0.5800 36.900 0.5800 37.000 0.5900 37.100 0.6000 37.200 0.6100 37.300 0.6200 37.400 0.6300 37.500 0.6400 37.600 0.6500 37.700 0.6600 37.800 0.6800 37.900 0.6900 38.000 0.7000 38.100 0.7100 38.200 0.7200 38.300 0.7300 38.400 0.7500 38.500 0.7700 38.600 0.8000 38.700 0.8200 38.800 0.8600 38.900 0.8800 39.000 0.9200 39.100 0.9600 39.200 1.0000 39.300 1.0300 39.400 1.0700 39.500 1.1200 39.600 1.1900 39.700 1.2800 39.800 1.3900 39.900 1.5400 40.000 1.7200 40.100 1.9400 40.200 2.1900 40.300 2.4400 40.400 2.6900 40.500 2.9400 40.600 3.2000 40.700 3.5300 40.800 3.8100 40.900 4.0600 41.000 4.3200 41.100 4.5800 41.200 4.8400 41.300 5.1100 41.400 5.4000 41.500 5.6800 41.600 5.9700 41.700 6.2900 41.800 6.6500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 555 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 41.900 7.0100 42.000 7.4300 42.100 7.8500 42.200 8.3500 42.300 8.9900 42.400 9.7000 42.500 10.2800 42.600 10.6700 42.700 11.0100 42.800 11.2500 42.900 11.4800 43.000 11.6200 43.100 11.7300 43.200 11.8100 43.300 11.8800 43.400 11.9400 43.500 11.9900 43.600 12.0400 43.700 12.0900 43.800 12.1400 43.900 12.1900 44.000 12.2400 44.100 12.2800 44.200 12.3100 44.300 12.3400 44.400 12.3700 44.500 12.3900 44.600 12.4000 44.700 12.4200 44.800 12.4400 44.900 12.4500 45.000 12.4700 45.100 12.4800 45.200 12.4900 45.300 12.5000 45.400 12.5200 45.500 12.5200 45.600 12.5300 45.700 12.5400 45.800 12.5400 45.900 12.5600 46.000 12.5800 46.100 12.5900 46.200 12.5900 46.300 12.6000 46.400 12.6100 46.500 12.6100 46.600 12.6200 46.700 12.6200 46.800 12.6300 46.900 12.6400 47.000 12.6500 47.100 12.6600 47.200 12.6600 47.300 12.6700 47.400 12.6700 47.500 12.6800 47.600 12.7000 47.700 12.7100 47.800 12.7100 47.900 12.7200 48.000 12.7300 48.100 12.7400 48.200 12.7400 48.300 12.7500 48.400 12.7500 48.500 12.7600 48.600 12.7700 48.700 12.7700 48.800 12.7800 48.900 12.7800 49.000 12.7900 49.100 12.7900 49.200 12.8000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 556 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.300 12.8100 49.400 12.8300 49.500 12.8400 49.600 12.8600 49.700 12.8900 49.800 12.9100 49.900 12.9200 50.000 12.9400 50.100 12.9500 50.200 12.9600 ------------------------------------------------------------------------------------------ Name: NA2800 Base Flow(cfs): 0.000 Init Stage(ft): 31.000 Group: A Warn Stage(ft): 50.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 30.600 0.4200 30.700 0.4300 31.100 0.4300 31.200 0.4400 31.500 0.4400 31.600 0.4500 31.800 0.4500 31.900 0.4600 32.400 0.4600 32.500 0.4700 32.900 0.4700 33.000 0.4800 33.200 0.4800 33.300 0.4900 33.400 0.4900 33.500 0.5000 33.600 0.5100 33.700 0.5200 33.800 0.5200 33.900 0.5300 34.000 0.5300 34.100 0.5400 34.200 0.5500 34.300 0.5600 34.400 0.5700 34.500 0.5800 34.600 0.5800 34.700 0.5900 34.800 0.6000 34.900 0.6100 35.000 0.6200 35.100 0.6300 35.200 0.6500 35.300 0.6600 35.400 0.6700 35.500 0.7000 35.600 0.7200 35.700 0.7300 35.800 0.7500 35.900 0.7800 36.000 0.8100 36.100 0.8400 36.200 0.8700 36.300 0.9000 36.400 0.9300 36.500 0.9500 36.600 0.9800 36.700 1.0100 36.800 1.0400 36.900 1.0800 37.000 1.1100 37.100 1.1500 37.200 1.1700 37.300 1.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 557 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.400 1.2400 37.500 1.2600 37.600 1.3000 37.700 1.3400 37.800 1.3700 37.900 1.4100 38.000 1.4400 38.100 1.4600 38.200 1.4800 38.300 1.5100 38.400 1.5400 38.500 1.5600 38.600 1.5900 38.700 1.6200 38.800 1.6400 38.900 1.6500 39.000 1.6700 39.100 1.6900 39.200 1.7000 39.300 1.7100 39.400 1.7100 39.500 1.7200 39.600 1.7300 39.700 1.7300 39.800 1.7400 39.900 1.7500 40.000 1.7600 40.100 1.7700 40.200 1.7800 40.300 1.7900 40.400 1.8000 40.500 1.8100 40.600 1.8200 40.700 1.8300 40.800 1.8500 40.900 1.8700 41.000 1.8800 41.100 1.8900 41.200 1.9000 41.300 1.9100 41.400 1.9200 41.500 1.9300 41.600 1.9400 41.700 1.9500 41.800 1.9700 41.900 1.9800 42.000 2.0000 42.100 2.0000 42.200 2.0100 42.300 2.0300 42.400 2.0400 42.500 2.0500 42.600 2.0700 42.700 2.0900 42.800 2.1000 42.900 2.1200 43.000 2.1400 43.100 2.1600 43.200 2.1700 43.300 2.1800 43.400 2.2000 43.500 2.2200 43.600 2.2400 43.700 2.2600 43.800 2.2700 43.900 2.2900 44.000 2.3000 44.100 2.3100 44.200 2.3200 44.300 2.3400 44.400 2.3600 44.500 2.3900 44.600 2.4100 44.700 2.4300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 558 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 44.800 2.4500 44.900 2.4600 45.000 2.4800 45.100 2.5200 45.200 2.5400 45.300 2.5600 45.400 2.5700 45.500 2.5900 45.600 2.6100 45.700 2.6200 45.800 2.6300 45.900 2.6500 46.000 2.6800 46.100 2.7100 46.200 2.7500 46.300 2.7700 46.400 2.7900 46.500 2.8200 46.600 2.8600 46.700 2.9100 46.800 2.9400 46.900 2.9600 47.000 2.9900 47.100 3.0100 47.200 3.0400 47.300 3.0700 47.400 3.1000 47.500 3.1600 47.600 3.1900 47.700 3.2200 47.800 3.2400 47.900 3.2500 48.000 3.2600 48.100 3.2800 48.200 3.2900 48.300 3.3200 48.400 3.3500 48.500 3.3900 48.600 3.4300 48.700 3.4700 48.800 3.5000 48.900 3.5200 49.000 3.5400 49.100 3.5700 49.200 3.5900 49.300 3.6100 49.400 3.6200 49.500 3.6400 49.600 3.6500 49.700 3.6600 49.800 3.6600 49.900 3.6700 50.000 3.6700 50.100 3.6800 50.600 3.6800 ------------------------------------------------------------------------------------------ Name: NA2810 Base Flow(cfs): 0.000 Init Stage(ft): 35.400 Group: A Warn Stage(ft): 46.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 35.400 0.0100 35.500 0.0100 35.600 0.0300 35.700 0.0700 35.800 0.1300 35.900 0.1800 36.000 0.2000 36.100 0.2200 36.200 0.2300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 559 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 36.300 0.2300 36.400 0.2400 36.500 0.2500 36.600 0.2500 36.700 0.2600 36.800 0.2600 36.900 0.2700 37.000 0.2700 37.100 0.2800 37.300 0.2800 37.400 0.2900 37.500 0.3000 37.600 0.3000 37.700 0.3100 37.800 0.3200 37.900 0.3300 38.000 0.3400 38.100 0.3600 38.200 0.3700 38.300 0.3800 38.400 0.3900 38.500 0.4200 38.600 0.4400 38.700 0.4800 38.800 0.5200 38.900 0.5500 39.000 0.5800 39.100 0.6300 39.200 0.6800 39.300 0.7100 39.400 0.7500 39.500 0.7900 39.600 0.8200 39.700 0.8700 39.800 0.9200 39.900 0.9700 40.000 1.0300 40.100 1.0900 40.200 1.1500 40.300 1.2300 40.400 1.3300 40.500 1.4500 40.600 1.5700 40.700 1.7000 40.800 1.8600 40.900 2.0200 41.000 2.2000 41.100 2.4200 41.200 2.6800 41.300 2.8500 41.400 2.9400 41.500 3.0100 41.600 3.0500 41.700 3.1200 41.800 3.1800 41.900 3.2300 42.000 3.2800 42.100 3.3400 42.200 3.3900 42.300 3.4300 42.400 3.4500 42.500 3.4700 42.600 3.5000 42.700 3.5200 42.800 3.5500 42.900 3.5700 43.000 3.5800 43.100 3.6000 43.200 3.6100 43.300 3.6300 43.400 3.6400 43.500 3.6600 43.600 3.6800 43.700 3.7000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 560 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 43.800 3.7100 43.900 3.7300 44.000 3.7500 44.100 3.7600 44.200 3.7800 44.300 3.8000 44.400 3.8300 44.500 3.8600 44.600 3.9000 44.700 3.9500 44.800 4.0000 44.900 4.0600 45.000 4.1200 45.100 4.1700 45.200 4.2500 45.300 4.3500 45.400 4.4100 45.500 4.4400 45.600 4.4500 45.700 4.4600 46.100 4.4600 ------------------------------------------------------------------------------------------ Name: NA2820 Base Flow(cfs): 0.000 Init Stage(ft): 39.440 Group: A Warn Stage(ft): 50.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 38.000 0.0100 38.500 0.0100 38.600 0.0100 38.800 0.0100 38.900 0.0200 39.000 0.0400 39.100 0.0600 39.200 0.0700 39.300 0.0800 39.400 0.1000 39.500 0.1100 39.600 0.1200 39.700 0.1300 39.800 0.1400 39.900 0.1400 40.000 0.1500 40.100 0.1600 40.200 0.1700 40.300 0.1800 40.400 0.1900 40.500 0.2000 40.600 0.2100 40.700 0.2300 40.800 0.2500 40.900 0.2600 41.000 0.2700 41.100 0.2800 41.200 0.2900 41.300 0.3000 41.400 0.3100 41.500 0.3100 41.600 0.3200 41.700 0.3300 41.800 0.3400 41.900 0.3500 42.000 0.3600 42.100 0.3700 42.200 0.3800 42.300 0.4000 42.400 0.4100 42.500 0.4200 42.600 0.4300 42.700 0.4400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 561 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.800 0.4600 42.900 0.4700 43.000 0.4900 43.100 0.5100 43.200 0.5300 43.300 0.5600 43.400 0.6100 43.500 0.6600 43.600 0.7100 43.700 0.7500 43.800 0.7900 43.900 0.8200 44.000 0.8500 44.100 0.8900 44.200 0.9100 44.300 0.9400 44.400 0.9700 44.500 1.0000 44.600 1.0200 44.700 1.0400 44.800 1.0600 44.900 1.0700 45.000 1.0900 45.100 1.1100 45.200 1.1200 45.300 1.1400 45.400 1.1600 45.500 1.1800 45.600 1.1900 45.700 1.2100 45.800 1.2300 45.900 1.2400 46.000 1.2600 46.100 1.2700 46.200 1.2900 46.300 1.3000 46.400 1.3100 46.500 1.3300 46.600 1.3400 46.700 1.3600 46.800 1.3700 46.900 1.3800 47.000 1.3900 47.100 1.4100 47.200 1.4200 47.300 1.4300 47.400 1.4400 47.500 1.4500 47.600 1.4600 47.700 1.4700 47.800 1.4800 47.900 1.4900 48.000 1.5000 48.100 1.5100 48.200 1.5200 48.300 1.5200 48.400 1.5300 48.500 1.5400 48.600 1.5500 48.700 1.5600 48.800 1.5700 48.900 1.5700 49.000 1.5800 49.100 1.5900 49.200 1.5900 49.300 1.6000 49.500 1.6000 49.600 1.6100 50.000 1.6100 ------------------------------------------------------------------------------------------ Name: NA2830 Base Flow(cfs): 0.000 Init Stage(ft): 37.700 Group: A Warn Stage(ft): 43.300 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 562 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 37.700 0.0100 37.900 0.0100 38.000 0.0100 38.100 0.0100 38.200 0.0200 38.300 0.0300 38.400 0.0300 38.500 0.0400 38.600 0.0400 38.700 0.0500 38.800 0.0500 38.900 0.0600 39.000 0.0600 39.100 0.0700 39.200 0.0800 39.300 0.1000 39.400 0.1200 39.500 0.1400 39.600 0.1500 39.700 0.1800 39.800 0.2000 39.900 0.2300 40.000 0.2500 40.100 0.2800 40.200 0.3200 40.300 0.3600 40.400 0.4100 40.500 0.4500 40.600 0.4900 40.700 0.5300 40.800 0.5700 40.900 0.6100 41.000 0.6500 41.100 0.6900 41.200 0.7400 41.300 0.7900 41.400 0.8200 41.500 0.8600 41.600 0.9000 41.700 0.9200 41.800 0.9500 41.900 0.9700 42.000 1.0000 42.100 1.0300 42.200 1.0700 42.300 1.0900 42.400 1.1100 42.500 1.1200 42.600 1.1300 42.700 1.1400 42.800 1.1600 42.900 1.1600 43.000 1.1700 43.300 1.1700 ------------------------------------------------------------------------------------------ Name: NA2840 Base Flow(cfs): 0.000 Init Stage(ft): 35.680 Group: A Warn Stage(ft): 48.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 35.580 0.0100 41.000 0.0100 41.100 0.0100 41.900 0.0100 42.000 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 563 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.800 0.0100 42.900 0.0200 43.300 0.0200 43.400 0.0300 43.500 0.0400 43.600 0.0700 43.700 0.0800 43.800 0.1000 43.900 0.1300 44.000 0.1500 44.100 0.1700 44.200 0.2000 44.300 0.2200 44.400 0.2600 44.500 0.2900 44.600 0.3200 44.700 0.3600 44.800 0.4000 44.900 0.4500 45.000 0.5000 45.100 0.6200 45.200 0.6600 45.300 0.6800 45.400 0.7000 45.500 0.7300 45.600 0.7500 45.700 0.7700 45.800 0.7800 45.900 0.8000 46.000 0.8200 46.100 0.8300 46.200 0.8400 46.300 0.8500 46.400 0.8700 46.500 0.8800 46.600 0.8900 46.700 0.9000 46.800 0.9100 46.900 0.9200 47.000 0.9400 47.100 0.9500 47.200 0.9600 47.300 0.9800 47.400 0.9900 47.500 1.0000 47.800 1.0000 47.900 1.0100 48.300 1.0100 48.400 1.0200 48.900 1.0200 ------------------------------------------------------------------------------------------ Name: NA2850 Base Flow(cfs): 0.000 Init Stage(ft): 43.720 Group: A Warn Stage(ft): 51.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 40.000 0.3200 40.100 0.3400 40.200 0.3400 40.300 0.3500 40.400 0.3600 40.500 0.3700 40.600 0.3700 40.700 0.3800 41.000 0.3800 41.100 0.3900 41.200 0.3900 41.300 0.4000 41.400 0.4200 41.500 0.4300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 564 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 41.600 0.4400 41.800 0.4400 41.900 0.4500 42.000 0.4500 42.100 0.4600 42.200 0.4600 42.300 0.4700 42.400 0.4800 42.500 0.4900 42.600 0.5100 42.700 0.5300 42.800 0.5300 42.900 0.5400 43.000 0.5400 43.100 0.5500 43.200 0.5600 43.300 0.5700 43.400 0.5700 43.500 0.5800 43.600 0.5900 43.700 0.6000 43.800 0.6300 43.900 0.6500 44.000 0.6800 44.100 0.7000 44.200 0.7100 44.300 0.7400 44.400 0.7600 44.500 0.7900 44.600 0.8400 44.700 0.9100 44.800 0.9800 44.900 1.0400 45.000 1.1100 45.100 1.1900 45.200 1.2500 45.300 1.3000 45.400 1.3500 45.500 1.4100 45.600 1.5000 45.700 1.5700 45.800 1.6300 45.900 1.6900 46.000 1.7500 46.100 1.7900 46.200 1.8300 46.300 1.8600 46.400 1.9000 46.500 1.9500 46.600 2.0100 46.700 2.0600 46.800 2.1100 46.900 2.1700 47.000 2.2400 47.100 2.3100 47.200 2.3800 47.300 2.4500 47.400 2.5200 47.500 2.5900 47.600 2.6900 47.700 2.7700 47.800 2.8300 47.900 2.8900 48.000 2.9500 48.100 3.0200 48.200 3.0900 48.300 3.1500 48.400 3.2300 48.500 3.3100 48.600 3.3800 48.700 3.4600 48.800 3.5300 48.900 3.6000 49.000 3.6800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 565 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.100 3.7700 49.200 3.8500 49.300 3.9300 49.400 3.9800 49.500 4.0200 49.600 4.0600 49.700 4.1100 49.800 4.1500 49.900 4.1800 50.000 4.2000 50.100 4.2200 50.200 4.2300 50.300 4.2500 50.400 4.2600 51.000 4.2600 ------------------------------------------------------------------------------------------ Name: NA2860 Base Flow(cfs): 0.000 Init Stage(ft): 46.200 Group: A Warn Stage(ft): 61.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 46.200 0.0100 46.300 0.0400 46.400 0.0800 46.500 0.1000 46.600 0.1200 46.700 0.1300 46.800 0.1500 46.900 0.1700 47.000 0.1900 47.100 0.2200 47.200 0.2500 47.300 0.2700 47.400 0.2900 47.500 0.3200 47.600 0.3300 47.700 0.3600 47.800 0.3900 47.900 0.4300 48.000 0.4900 48.100 0.5200 48.200 0.5500 48.300 0.5900 48.400 0.6300 48.500 0.6700 48.600 0.7100 48.700 0.7600 48.800 0.7900 48.900 0.8300 49.000 0.8700 49.100 0.9200 49.200 0.9600 49.300 0.9800 49.400 1.0100 49.500 1.0400 49.600 1.0700 49.700 1.0900 49.800 1.1100 49.900 1.1400 50.000 1.1600 50.100 1.1900 50.200 1.2100 50.300 1.2500 50.400 1.2800 50.500 1.3300 50.600 1.3700 50.700 1.4100 50.800 1.4600 50.900 1.5100 51.000 1.5700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 566 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.100 1.6300 51.200 1.7100 51.300 1.7800 51.400 1.8600 51.500 1.9600 51.600 2.0400 51.700 2.1100 51.800 2.2000 51.900 2.2800 52.000 2.3500 52.100 2.4400 52.200 2.5300 52.300 2.6300 52.400 2.7200 52.500 2.8100 52.600 2.9000 52.700 3.0200 52.800 3.1500 52.900 3.2800 53.000 3.3700 53.100 3.4800 53.200 3.5800 53.300 3.7000 53.400 3.8100 53.500 3.9500 53.600 4.0900 53.700 4.2600 53.800 4.4400 53.900 4.6200 54.000 4.8100 54.100 4.9900 54.200 5.1800 54.300 5.3500 54.400 5.5200 54.500 5.7100 54.600 5.9200 54.700 6.1400 54.800 6.3400 54.900 6.5200 55.000 6.6900 55.100 6.8500 55.200 6.9800 55.300 7.0800 55.400 7.1800 55.500 7.2700 55.600 7.3600 55.700 7.4700 55.800 7.5600 55.900 7.6500 56.000 7.7300 56.100 7.8400 56.200 7.9300 56.300 8.0300 56.400 8.1500 56.500 8.2600 56.600 8.3600 56.700 8.5100 56.800 8.6900 56.900 8.8100 57.000 8.8900 57.100 8.9400 57.200 8.9900 57.300 9.0300 57.400 9.0600 57.500 9.1000 57.600 9.1200 57.700 9.1500 57.800 9.1900 57.900 9.2100 58.000 9.2400 58.100 9.2600 58.200 9.2900 58.300 9.3000 58.400 9.3200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 567 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.500 9.3500 58.600 9.3700 58.700 9.3800 58.800 9.4100 58.900 9.4200 59.000 9.4500 59.100 9.4700 59.200 9.4900 59.300 9.5100 59.400 9.5300 59.500 9.5600 59.600 9.5900 59.700 9.6100 59.800 9.6400 59.900 9.6500 60.000 9.6700 60.100 9.6900 60.200 9.7000 60.300 9.7100 60.400 9.7300 60.500 9.7500 60.600 9.7700 60.700 9.7800 60.800 9.7900 60.900 9.8000 61.000 9.8100 61.100 9.8200 61.500 9.8200 61.600 9.8300 61.800 9.8300 ------------------------------------------------------------------------------------------ Name: NA2870 Base Flow(cfs): 0.000 Init Stage(ft): 40.500 Group: A Warn Stage(ft): 61.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 40.400 0.0100 43.900 0.0100 44.000 0.0100 44.300 0.0100 44.400 0.0100 44.500 0.0100 44.600 0.0200 44.700 0.0300 44.800 0.0500 44.900 0.0700 45.000 0.0900 45.100 0.1100 45.200 0.1300 45.300 0.1500 45.400 0.1700 45.500 0.1900 45.600 0.2100 45.700 0.2300 45.800 0.2500 45.900 0.2800 46.000 0.3200 46.100 0.3700 46.200 0.4100 46.300 0.4500 46.400 0.4900 46.500 0.5300 46.600 0.5700 46.700 0.6200 46.800 0.6600 46.900 0.7100 47.000 0.7700 47.100 0.8300 47.200 0.8900 47.300 0.9500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 568 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 47.400 1.0100 47.500 1.0600 47.600 1.1200 47.700 1.1800 47.800 1.2500 47.900 1.3000 48.000 1.3600 48.100 1.4100 48.200 1.4800 48.300 1.5300 48.400 1.6000 48.500 1.6600 48.600 1.7400 48.700 1.8100 48.800 1.8800 48.900 1.9600 49.000 2.0400 49.100 2.1300 49.200 2.2100 49.300 2.3200 49.400 2.4100 49.500 2.5200 49.600 2.6300 49.700 2.7700 49.800 2.9500 49.900 3.1400 50.000 3.3300 50.100 3.5700 50.200 3.8100 50.300 4.0100 50.400 4.1200 50.500 4.2000 50.600 4.2800 50.700 4.3400 50.800 4.4100 50.900 4.4800 51.000 4.5300 51.100 4.5900 51.200 4.6500 51.300 4.7000 51.400 4.7700 51.500 4.8400 51.600 4.9000 51.700 4.9700 51.800 5.0400 51.900 5.1100 52.000 5.1700 52.100 5.2600 52.200 5.3400 52.300 5.4900 52.400 5.5700 52.500 5.6200 52.600 5.6600 52.700 5.7000 52.800 5.7500 52.900 5.8000 53.000 5.8400 53.100 5.9000 53.200 5.9500 53.300 6.0000 53.400 6.0600 53.500 6.1200 53.600 6.1700 53.700 6.2300 53.800 6.2800 53.900 6.3300 54.000 6.3800 54.100 6.4300 54.200 6.4700 54.300 6.5300 54.400 6.5700 54.500 6.6300 54.600 6.6800 54.700 6.7300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 569 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.800 6.8000 54.900 6.8600 55.000 6.9300 55.100 6.9900 55.200 7.0600 55.300 7.1300 55.400 7.2000 55.500 7.2700 55.600 7.3500 55.700 7.4300 55.800 7.5100 55.900 7.5900 56.000 7.6700 56.100 7.7600 56.200 7.8400 56.300 7.9400 56.400 8.0400 56.500 8.1600 56.600 8.2800 56.700 8.4400 56.800 8.5800 56.900 8.7100 57.000 8.8500 57.100 8.9700 57.200 9.1200 57.300 9.2700 57.400 9.4300 57.500 9.6200 57.600 9.8100 57.700 9.9500 57.800 10.0400 57.900 10.1100 58.000 10.1800 58.100 10.2300 58.200 10.2800 58.300 10.3400 58.400 10.3900 58.500 10.4500 58.600 10.5000 58.700 10.5600 58.800 10.6200 58.900 10.6700 59.000 10.7300 59.100 10.8000 59.200 10.8600 59.300 10.9200 59.400 10.9900 59.500 11.0500 59.600 11.1200 59.700 11.1900 59.800 11.2700 59.900 11.3400 60.000 11.3900 60.100 11.4400 60.200 11.4800 60.300 11.5400 60.400 11.6000 60.500 11.6500 60.600 11.6900 60.700 11.7200 60.800 11.7500 60.900 11.7600 61.000 11.7800 61.100 11.7900 61.600 11.7900 ------------------------------------------------------------------------------------------ Name: NA2880 Base Flow(cfs): 0.000 Init Stage(ft): 47.200 Group: A Warn Stage(ft): 52.300 Type: Stage/Area Stage(ft) Area(ac) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 570 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- 47.200 0.0100 47.300 0.0100 47.400 0.0100 47.500 0.0200 47.600 0.0400 47.700 0.0600 47.800 0.0700 47.900 0.0800 48.000 0.0900 48.100 0.0900 48.200 0.1000 48.300 0.1000 48.400 0.1100 48.500 0.1100 48.600 0.1200 48.800 0.1200 48.900 0.1300 49.000 0.1300 49.100 0.1400 49.200 0.1400 49.300 0.1500 49.400 0.1600 49.500 0.1700 49.600 0.1900 49.700 0.2200 49.800 0.2600 49.900 0.3300 50.000 0.4000 50.100 0.5000 50.200 0.6200 50.300 0.7200 50.400 0.8400 50.500 0.9800 50.600 1.1600 50.700 1.3100 50.800 1.4500 50.900 1.5500 51.000 1.6600 51.100 1.7700 51.200 1.8800 51.300 2.0600 51.400 2.3200 51.500 2.4000 51.600 2.4300 51.700 2.4500 51.800 2.4800 51.900 2.4900 52.000 2.5000 52.100 2.5100 52.300 2.5100 ------------------------------------------------------------------------------------------ Name: NA2890 Base Flow(cfs): 0.000 Init Stage(ft): 43.900 Group: A Warn Stage(ft): 51.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 43.800 0.0100 46.300 0.0100 46.400 0.0100 46.600 0.0100 46.700 0.0100 46.800 0.0200 46.900 0.0400 47.000 0.0700 47.100 0.1200 47.200 0.1600 47.300 0.2000 47.400 0.2400 47.500 0.2900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 571 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 47.600 0.3300 47.700 0.3800 47.800 0.4400 47.900 0.5300 48.000 0.6100 48.100 0.7100 48.200 0.8500 48.300 1.0300 48.400 1.2200 48.500 1.3900 48.600 1.6000 48.700 1.8200 48.800 2.0300 48.900 2.1900 49.000 2.3500 49.100 2.4800 49.200 2.6000 49.300 2.7400 49.400 2.8500 49.500 2.9600 49.600 3.1100 49.700 3.2100 49.800 3.2800 49.900 3.3300 50.000 3.3700 50.100 3.3900 50.200 3.4100 50.300 3.4400 50.400 3.4500 50.500 3.4600 51.300 3.4600 ------------------------------------------------------------------------------------------ Name: NA2900 Base Flow(cfs): 0.000 Init Stage(ft): 44.220 Group: A Warn Stage(ft): 55.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 44.120 0.0100 48.000 0.0100 48.100 0.0100 48.300 0.0100 48.400 0.0100 48.500 0.0100 48.600 0.0300 48.700 0.0700 48.800 0.1100 48.900 0.1900 49.000 0.3000 49.100 0.4300 49.200 0.5200 49.300 0.6000 49.400 0.6900 49.500 0.7900 49.600 0.9100 49.700 1.0400 49.800 1.1700 49.900 1.2900 50.000 1.4300 50.100 1.5900 50.200 1.7600 50.300 1.9100 50.400 2.0700 50.500 2.2900 50.600 2.5000 50.700 2.7400 50.800 2.9600 50.900 3.2100 51.000 3.5000 51.100 3.7900 51.200 4.0800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 572 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.300 4.3700 51.400 4.6500 51.500 4.9200 51.600 5.2600 51.700 5.5500 51.800 5.8000 51.900 6.0300 52.000 6.2700 52.100 6.5100 52.200 6.7700 52.300 7.0700 52.400 7.2700 52.500 7.5300 52.600 7.8200 52.700 8.1500 52.800 8.4600 52.900 8.7100 53.000 8.9800 53.100 9.2600 53.200 9.5000 53.300 9.6600 53.400 9.7900 53.500 9.8900 53.600 10.0200 53.700 10.1200 53.800 10.2200 53.900 10.3000 54.000 10.3500 54.100 10.4100 54.200 10.5000 54.300 10.6000 54.400 10.7400 54.500 10.8600 54.600 10.9200 54.700 10.9600 54.800 10.9800 54.900 11.0000 55.000 11.0100 55.100 11.0200 55.200 11.0300 55.300 11.0300 55.400 11.0400 55.600 11.0400 ------------------------------------------------------------------------------------------ Name: NA2910 Base Flow(cfs): 0.000 Init Stage(ft): 46.100 Group: A Warn Stage(ft): 54.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 46.000 0.0100 47.500 0.0100 47.600 0.0100 47.800 0.0100 47.900 0.0100 48.000 0.0100 48.100 0.0400 48.200 0.0700 48.300 0.1300 48.400 0.1900 48.500 0.2500 48.600 0.3200 48.700 0.4100 48.800 0.4900 48.900 0.5900 49.000 0.7000 49.100 0.8100 49.200 0.9300 49.300 1.0800 49.400 1.2300 49.500 1.3900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 573 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.600 1.5600 49.700 1.6700 49.800 1.8700 49.900 2.0000 50.000 2.0800 50.100 2.2000 50.200 2.3000 50.300 2.3900 50.400 2.4900 50.500 2.5700 50.600 2.6700 50.700 2.7500 50.800 2.8300 50.900 2.9100 51.000 2.9800 51.100 3.0600 51.200 3.1300 51.300 3.2100 51.400 3.2900 51.500 3.3700 51.600 3.4600 51.700 3.5500 51.800 3.6400 51.900 3.7400 52.000 3.8500 52.100 4.0000 52.200 4.1600 52.300 4.3500 52.400 4.5400 52.500 4.7200 52.600 4.8500 52.700 4.9200 52.800 4.9800 52.900 5.0300 53.000 5.0800 53.100 5.1400 53.200 5.1800 53.300 5.2000 53.400 5.2100 53.500 5.2200 54.300 5.2200 ------------------------------------------------------------------------------------------ Name: NA2920 Base Flow(cfs): 0.000 Init Stage(ft): 48.500 Group: A Warn Stage(ft): 55.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.500 0.1800 48.600 0.1800 48.700 0.2000 48.800 0.2000 48.900 0.2100 49.100 0.2100 49.200 0.2200 49.400 0.2200 49.500 0.2300 49.600 0.2400 49.700 0.2500 49.800 0.2700 49.900 0.2800 50.000 0.2900 50.100 0.3000 50.200 0.3300 50.300 0.3700 50.400 0.4100 50.500 0.4500 50.600 0.4800 50.700 0.5300 50.800 0.5900 50.900 0.6500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 574 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.000 0.7100 51.100 0.7800 51.200 0.8600 51.300 0.9500 51.400 1.0600 51.500 1.1600 51.600 1.2600 51.700 1.3600 51.800 1.4600 51.900 1.5600 52.000 1.7200 52.100 1.8900 52.200 2.0500 52.300 2.2000 52.400 2.3200 52.500 2.4300 52.600 2.5300 52.700 2.5700 52.800 2.5900 52.900 2.6100 53.000 2.6400 53.100 2.6500 53.200 2.6700 53.300 2.6800 53.400 2.6900 53.500 2.7100 53.600 2.7200 53.700 2.7400 53.800 2.7500 53.900 2.7600 54.000 2.7700 54.100 2.7800 54.200 2.7900 54.300 2.8000 54.400 2.8100 54.500 2.8200 54.600 2.8200 54.700 2.8300 55.600 2.8300 ------------------------------------------------------------------------------------------ Name: NA2930 Base Flow(cfs): 0.000 Init Stage(ft): 44.500 Group: A Warn Stage(ft): 52.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 44.500 0.0100 46.200 0.0100 46.300 0.0100 47.100 0.0100 47.200 0.0200 47.600 0.0200 47.700 0.0300 47.800 0.0300 47.900 0.0400 48.000 0.0400 48.100 0.0600 48.200 0.0700 48.300 0.0800 48.400 0.0900 48.500 0.1000 48.600 0.1200 48.700 0.1400 48.800 0.1600 48.900 0.2000 49.000 0.2600 49.100 0.3500 49.200 0.4800 49.300 0.6500 49.400 0.8600 49.500 1.0300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 575 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.600 1.1800 49.700 1.3400 49.800 1.5800 49.900 1.8500 50.000 2.1400 50.100 2.4600 50.200 2.8800 50.300 3.6800 50.400 4.2200 50.500 4.4100 50.600 4.5400 50.700 4.6200 50.800 4.6900 50.900 4.7500 51.000 4.8100 51.100 4.8500 51.200 4.8900 51.300 4.9300 51.400 4.9700 51.500 5.0100 51.600 5.0400 51.700 5.0500 51.800 5.0600 51.900 5.0700 52.200 5.0700 ------------------------------------------------------------------------------------------ Name: NA2940 Base Flow(cfs): 0.000 Init Stage(ft): 46.000 Group: A Warn Stage(ft): 53.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.910 0.0100 46.100 0.0100 46.200 0.0100 46.300 0.0100 46.400 0.0200 46.500 0.0200 46.600 0.0300 47.100 0.0300 47.200 0.0400 47.600 0.0400 47.700 0.0500 47.900 0.0500 48.000 0.0600 48.100 0.0600 48.200 0.0600 48.400 0.0600 48.500 0.0600 48.600 0.0600 48.700 0.0700 48.800 0.0700 48.900 0.1000 49.000 0.1000 49.100 0.1100 49.200 0.1100 49.300 0.1200 49.400 0.1200 49.500 0.1200 49.600 0.1300 49.700 0.1300 49.800 0.1400 49.900 0.1500 50.000 0.1700 50.100 0.1700 50.200 0.1700 50.300 0.1900 50.400 0.2800 50.500 0.4500 50.600 0.5100 50.700 0.6000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 576 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.800 0.7600 50.900 0.8300 51.000 0.8800 51.100 0.8800 51.200 0.8900 51.300 0.9300 51.400 1.0900 51.500 1.1500 51.600 1.2200 51.700 1.2200 51.800 1.2700 51.900 1.3500 52.000 1.4000 52.100 1.4500 52.200 1.4700 52.300 1.4800 52.400 1.5000 52.500 1.5200 52.600 1.5400 52.700 1.5600 52.800 1.5800 52.900 1.6000 53.000 1.7200 53.100 1.7500 53.200 1.7600 53.300 1.7600 53.400 1.7700 53.500 1.7700 53.600 1.7800 53.700 1.7800 53.800 1.7900 ------------------------------------------------------------------------------------------ Name: NA2950 Base Flow(cfs): 0.000 Init Stage(ft): 46.740 Group: A Warn Stage(ft): 52.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 46.640 0.0100 47.000 0.0100 47.100 0.0100 47.700 0.0100 47.800 0.0100 48.000 0.0100 48.100 0.0200 48.200 0.0300 48.300 0.0400 48.600 0.0400 48.700 0.0500 49.700 0.0500 49.800 0.0600 50.000 0.0600 50.100 0.0700 50.200 0.0700 50.300 0.0800 50.400 0.0800 50.500 0.0900 50.600 0.0900 50.700 0.1000 50.800 0.1000 50.900 0.1100 51.000 0.1200 51.100 0.1400 51.200 0.1800 51.300 0.2200 51.400 0.2500 51.500 0.2800 51.600 0.3300 51.700 0.3800 51.800 0.4100 51.900 0.4300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 577 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.000 0.4600 52.100 0.4700 52.200 0.4800 52.300 0.4900 52.400 0.4900 ------------------------------------------------------------------------------------------ Name: NA2960 Base Flow(cfs): 0.000 Init Stage(ft): 47.180 Group: A Warn Stage(ft): 54.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.080 0.0100 47.500 0.0100 47.600 0.0100 47.700 0.0100 47.800 0.0100 49.100 0.0100 49.200 0.0200 49.700 0.0200 49.800 0.0300 50.200 0.0300 50.300 0.0400 50.500 0.0400 50.600 0.0500 50.900 0.0500 51.000 0.0600 51.100 0.0700 51.200 0.0800 51.300 0.0900 51.400 0.1100 51.500 0.1200 51.600 0.1400 51.700 0.1700 51.800 0.2000 51.900 0.2500 52.000 0.2900 52.100 0.3400 52.200 0.3800 52.300 0.4100 52.400 0.4500 52.500 0.4900 52.600 0.5400 52.700 0.5900 52.800 0.6300 52.900 0.6600 53.000 0.6900 53.100 0.7200 53.200 0.7500 53.300 0.7700 53.400 0.7800 53.500 0.8000 53.600 0.8100 53.700 0.8300 53.800 0.8400 53.900 0.8600 54.000 0.8700 54.100 0.8900 54.200 0.9000 54.300 0.9200 54.400 0.9300 54.500 0.9400 ------------------------------------------------------------------------------------------ Name: NA2970 Base Flow(cfs): 0.000 Init Stage(ft): 47.580 Group: A Warn Stage(ft): 57.700 Type: Stage/Area Stage(ft) Area(ac) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 578 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- 47.480 0.0100 47.700 0.0100 47.800 0.0100 47.900 0.0100 48.000 0.0100 48.100 0.0100 48.200 0.0200 49.300 0.0200 49.400 0.0300 49.700 0.0300 49.800 0.0400 50.100 0.0400 50.200 0.0500 50.400 0.0500 50.500 0.0600 50.800 0.0600 50.900 0.0700 51.000 0.0700 51.100 0.0800 51.200 0.0800 51.300 0.0900 51.400 0.1000 51.500 0.1100 51.600 0.1300 51.700 0.1500 51.800 0.1800 51.900 0.2000 52.000 0.2300 52.100 0.2500 52.200 0.2800 52.300 0.3000 52.400 0.3400 52.500 0.3900 52.600 0.4600 52.700 0.5700 52.800 0.6900 52.900 0.7900 53.000 0.9000 53.100 1.0000 53.200 1.1200 53.300 1.2600 53.400 1.3600 53.500 1.4700 53.600 1.5600 53.700 1.6300 53.800 1.7100 53.900 1.7700 54.000 1.8300 54.100 1.8900 54.200 1.9400 54.300 2.0000 54.400 2.0700 54.500 2.1600 54.600 2.2300 54.700 2.3300 54.800 2.4500 54.900 2.5800 55.000 2.7200 55.100 2.8800 55.200 3.0600 55.300 3.2200 55.400 3.3300 55.500 3.4400 55.600 3.5400 55.700 3.6400 55.800 3.7300 55.900 3.8200 56.000 3.9100 56.100 3.9900 56.200 4.0600 56.300 4.1100 56.400 4.1500 56.500 4.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 579 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.600 4.2700 56.700 4.3300 56.800 4.3700 56.900 4.4100 57.000 4.4400 57.100 4.4600 57.200 4.4700 57.400 4.4700 57.500 4.4800 57.700 4.4800 ------------------------------------------------------------------------------------------ Name: NA2980 Base Flow(cfs): 0.000 Init Stage(ft): 48.240 Group: A Warn Stage(ft): 55.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.140 0.0100 48.900 0.0100 49.000 0.0100 49.700 0.0100 49.800 0.0100 51.100 0.0100 51.200 0.0200 51.600 0.0200 51.700 0.0300 52.100 0.0300 52.200 0.0400 52.800 0.0400 52.900 0.0500 53.100 0.0500 53.200 0.0600 53.300 0.0700 53.400 0.0700 53.500 0.0800 53.600 0.0900 53.700 0.1000 53.800 0.1100 53.900 0.1200 54.000 0.1300 54.100 0.1600 54.200 0.1700 54.300 0.1900 54.400 0.2000 54.500 0.2100 54.600 0.2200 54.700 0.2300 54.800 0.2300 54.900 0.2400 55.100 0.2400 ------------------------------------------------------------------------------------------ Name: NA2990 Base Flow(cfs): 0.000 Init Stage(ft): 49.620 Group: A Warn Stage(ft): 57.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.240 0.0100 50.300 0.0100 50.400 0.0100 50.700 0.0100 50.800 0.0100 51.300 0.0100 51.400 0.0200 51.700 0.0200 51.800 0.0300 52.400 0.0300 52.500 0.0400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 580 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.400 0.0400 53.500 0.0500 53.800 0.0500 53.900 0.0600 54.000 0.0700 54.100 0.0700 54.200 0.0800 54.300 0.0800 54.400 0.0900 54.500 0.0900 54.600 0.1000 54.700 0.1100 54.800 0.1100 54.900 0.1200 55.000 0.1300 55.100 0.1300 55.200 0.1400 55.300 0.1500 55.400 0.1600 55.500 0.1800 55.600 0.1900 55.700 0.2100 55.800 0.2300 55.900 0.2500 56.000 0.2700 56.100 0.2900 56.200 0.3000 56.300 0.3300 56.400 0.3500 56.500 0.3600 56.600 0.3800 56.700 0.3900 56.800 0.4000 56.900 0.4300 57.000 0.4500 57.100 0.4800 57.200 0.5100 57.300 0.5300 57.400 0.5400 57.500 0.5600 57.600 0.5700 57.700 0.5800 ------------------------------------------------------------------------------------------ Name: NA3000 Base Flow(cfs): 0.000 Init Stage(ft): 52.200 Group: A Plunge Factor: 1.00 Warn Stage(ft): 60.800 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 52.100 0.0100 56.900 0.0100 57.000 0.0100 57.100 0.0100 57.200 0.0100 57.300 0.0100 57.400 0.0200 57.500 0.0300 57.600 0.0400 57.700 0.0500 57.800 0.0700 57.900 0.1000 58.000 0.1300 58.100 0.1500 58.200 0.1800 58.300 0.2000 58.400 0.2300 58.500 0.2600 58.600 0.2900 58.700 0.3100 58.800 0.3500 58.900 0.3600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 581 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.000 0.3900 59.100 0.4000 59.200 0.4300 59.300 0.4400 59.400 0.4600 59.500 0.4700 59.600 0.4800 59.700 0.4900 59.800 0.5100 59.900 0.5300 60.000 0.5400 60.100 0.5500 60.200 0.5600 60.300 0.5600 60.400 0.5700 60.500 0.5700 60.600 0.5800 60.800 0.5800 ------------------------------------------------------------------------------------------ Name: NA3010 Base Flow(cfs): 0.000 Init Stage(ft): 52.280 Group: A Plunge Factor: 1.00 Warn Stage(ft): 62.280 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 52.280 0.1000 62.280 0.1000 ------------------------------------------------------------------------------------------ Name: NA3020 Base Flow(cfs): 0.000 Init Stage(ft): 52.380 Group: A Plunge Factor: 1.00 Warn Stage(ft): 63.400 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 52.280 0.0100 58.200 0.0100 58.300 0.0100 58.500 0.0100 58.600 0.0100 58.700 0.0200 58.800 0.0500 58.900 0.0900 59.000 0.1600 59.100 0.2700 59.200 0.4000 59.300 0.5600 59.400 0.7300 59.500 0.9100 59.600 1.0600 59.700 1.2300 59.800 1.3900 59.900 1.5700 60.000 1.7400 60.100 1.8800 60.200 2.0100 60.300 2.1600 60.400 2.2800 60.500 2.3900 60.600 2.5000 60.700 2.6000 60.800 2.7200 60.900 2.8400 61.000 2.9600 61.100 3.0900 61.200 3.2300 61.300 3.3700 61.400 3.5300 61.500 3.6600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 582 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.600 3.7900 61.700 3.9000 61.800 4.0100 61.900 4.0900 62.000 4.1500 62.100 4.2000 62.200 4.2300 62.300 4.2500 62.400 4.2600 62.500 4.2600 62.600 4.2700 62.700 4.2700 62.800 4.2800 62.900 4.2900 63.000 4.3000 63.100 4.3000 63.200 4.3100 63.400 4.3100 ------------------------------------------------------------------------------------------ Name: NA3030 Base Flow(cfs): 0.000 Init Stage(ft): 55.900 Group: A Warn Stage(ft): 66.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 54.700 1.8700 54.800 1.8800 54.900 1.9000 55.000 1.9100 55.100 1.9300 55.200 1.9500 55.300 1.9600 55.400 1.9700 55.500 1.9800 55.600 1.9900 55.700 2.0000 55.800 2.0100 55.900 2.0100 56.000 2.0200 56.100 2.0300 56.200 2.0400 56.300 2.0500 56.400 2.0500 56.500 2.0600 56.600 2.0600 56.700 2.0800 56.800 2.0800 56.900 2.0900 57.000 2.1100 57.100 2.1200 57.200 2.1300 57.300 2.1400 57.400 2.1600 57.500 2.1900 57.600 2.2100 57.700 2.2300 57.800 2.2600 57.900 2.2900 58.000 2.3200 58.100 2.3600 58.200 2.4200 58.300 2.5000 58.400 2.5800 58.500 2.7000 58.600 2.8500 58.700 3.0400 58.800 3.2500 58.900 3.4800 59.000 3.6800 59.100 3.8500 59.200 4.0000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 583 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.300 4.1400 59.400 4.2800 59.500 4.4300 59.600 4.5700 59.700 4.7500 59.800 4.9200 59.900 5.0900 60.000 5.2600 60.100 5.4400 60.200 5.5900 60.300 5.7300 60.400 5.8700 60.500 6.0100 60.600 6.1500 60.700 6.2800 60.800 6.4000 60.900 6.5100 61.000 6.6400 61.100 6.7800 61.200 6.9200 61.300 7.0400 61.400 7.1700 61.500 7.3300 61.600 7.5100 61.700 7.6700 61.800 7.8000 61.900 7.9500 62.000 8.0800 62.100 8.2200 62.200 8.3400 62.300 8.4800 62.400 8.6200 62.500 8.7600 62.600 8.9300 62.700 9.1200 62.800 9.3400 62.900 9.5500 63.000 9.7500 63.100 9.9700 63.200 10.2300 63.300 10.5200 63.400 10.8600 63.500 11.2900 63.600 11.7300 63.700 12.1500 63.800 12.5000 63.900 12.8200 64.000 13.1200 64.100 13.4700 64.200 13.7900 64.300 14.0900 64.400 14.3500 64.500 14.6000 64.600 14.8000 64.700 15.0300 64.800 15.2600 64.900 15.4700 65.000 15.6800 65.100 15.8900 65.200 16.1600 65.300 16.4500 65.400 16.7400 65.500 16.9600 65.600 17.1200 65.700 17.2600 65.800 17.3600 65.900 17.4600 66.000 17.5300 66.100 17.5800 66.200 17.6100 66.300 17.6400 66.400 17.6500 66.500 17.6600 66.700 17.6600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 584 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA3040 Base Flow(cfs): 0.000 Init Stage(ft): 55.900 Group: A Warn Stage(ft): 66.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.240 0.0100 60.500 0.0100 60.600 0.0100 60.800 0.0100 60.900 0.0100 61.000 0.0200 61.100 0.0200 61.200 0.0300 61.400 0.0300 61.500 0.0400 61.600 0.0500 61.700 0.0600 61.800 0.0700 61.900 0.0800 62.000 0.0900 62.100 0.1000 62.200 0.1100 62.300 0.1100 62.400 0.1200 62.500 0.1300 62.600 0.1400 62.700 0.1600 62.800 0.1800 62.900 0.2000 63.000 0.2400 63.100 0.2900 63.200 0.3400 63.300 0.3900 63.400 0.4500 63.500 0.5200 63.600 0.5800 63.700 0.6500 63.800 0.7100 63.900 0.7500 64.000 0.8000 64.100 0.8600 64.200 0.9300 64.300 0.9900 64.400 1.0600 64.500 1.1200 64.600 1.1700 64.700 1.2200 64.800 1.2700 64.900 1.3300 65.000 1.4000 65.100 1.4600 65.200 1.5000 65.300 1.5300 65.400 1.5500 65.500 1.5600 65.600 1.5700 65.700 1.5800 65.800 1.5800 65.900 1.5900 66.000 1.5900 ------------------------------------------------------------------------------------------ Name: NA3050 Base Flow(cfs): 0.000 Init Stage(ft): 58.800 Group: A Warn Stage(ft): 65.800 Type: Stage/Area Stage(ft) Area(ac) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 585 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- 58.700 0.0100 63.800 0.0100 63.900 0.0100 64.000 0.0100 64.100 0.0100 64.200 0.0200 64.300 0.0400 64.400 0.0600 64.500 0.0800 64.600 0.1100 64.700 0.1400 64.800 0.1800 64.900 0.2100 65.000 0.2400 65.100 0.2600 65.200 0.3000 65.300 0.3200 65.400 0.3500 65.500 0.3600 65.600 0.3700 65.700 0.3800 65.800 0.3800 ------------------------------------------------------------------------------------------ Name: NA3060 Base Flow(cfs): 0.000 Init Stage(ft): 58.940 Group: A Warn Stage(ft): 69.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 58.840 0.0100 64.100 0.0100 64.200 0.0100 64.300 0.0100 64.400 0.0100 64.600 0.0100 64.700 0.0200 64.800 0.0400 64.900 0.0600 65.000 0.1000 65.100 0.1300 65.200 0.1800 65.300 0.2500 65.400 0.3500 65.500 0.5100 65.600 0.7200 65.700 0.9600 65.800 1.2500 65.900 1.5300 66.000 1.7500 66.100 2.0000 66.200 2.2700 66.300 2.6200 66.400 3.0500 66.500 3.5700 66.600 4.1100 66.700 4.7400 66.800 5.4700 66.900 6.2800 67.000 7.0200 67.100 7.7800 67.200 8.4600 67.300 8.9800 67.400 9.4300 67.500 9.7800 67.600 10.0000 67.700 10.1100 67.800 10.1900 67.900 10.2400 68.000 10.2800 68.100 10.3100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 586 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.200 10.3400 68.300 10.3500 68.400 10.3600 68.500 10.3600 68.600 10.3700 68.700 10.3800 68.800 10.3800 68.900 10.3900 69.000 10.4000 69.100 10.4300 69.200 10.4400 ------------------------------------------------------------------------------------------ Name: NA3070 Base Flow(cfs): 0.000 Init Stage(ft): 54.220 Group: A Warn Stage(ft): 60.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 54.030 0.0100 56.000 0.0100 56.100 0.0100 56.400 0.0100 56.500 0.0100 56.900 0.0100 57.000 0.0200 57.300 0.0200 57.400 0.0300 57.600 0.0300 57.700 0.0400 57.900 0.0400 58.000 0.0500 58.200 0.0500 58.300 0.0600 58.500 0.0600 58.600 0.0700 58.800 0.0700 58.900 0.0800 59.000 0.0800 59.100 0.0900 59.200 0.1000 59.300 0.1100 59.400 0.1100 59.500 0.1200 59.600 0.1200 59.700 0.1400 59.800 0.1500 59.900 0.1800 60.000 0.2100 60.100 0.2300 60.200 0.2500 60.300 0.2600 60.400 0.2600 60.500 0.2700 60.600 0.2700 60.700 0.2800 60.800 0.2900 60.900 0.2900 ------------------------------------------------------------------------------------------ Name: NA3080 Base Flow(cfs): 0.000 Init Stage(ft): 48.960 Group: A Warn Stage(ft): 53.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.900 0.0400 49.500 0.0400 49.600 0.0500 50.300 0.0500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 587 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.400 0.0600 50.700 0.0600 50.800 0.0700 51.400 0.0700 51.500 0.0800 51.600 0.0800 51.700 0.1100 51.800 0.1400 51.900 0.1800 52.000 0.2200 52.100 0.2900 52.200 0.3300 52.300 0.3800 52.400 0.4800 52.500 0.6400 52.600 0.8300 52.700 0.9100 52.800 0.9900 52.900 1.0800 53.000 1.1200 53.100 1.1300 53.200 1.1300 ------------------------------------------------------------------------------------------ Name: NA3090 Base Flow(cfs): 0.000 Init Stage(ft): 49.990 Group: A Warn Stage(ft): 53.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.500 0.0100 49.600 0.0800 49.900 0.0800 50.000 0.0900 50.100 0.1000 50.700 0.1000 50.800 0.1100 50.900 0.1200 51.000 0.1400 51.100 0.1600 51.200 0.2000 51.300 0.2300 51.400 0.2400 51.500 0.2700 51.600 0.3100 51.700 0.3400 51.800 0.3900 51.900 0.4400 52.000 0.5000 52.100 0.5600 52.200 0.6500 52.300 0.7300 52.400 0.8000 52.500 0.8900 52.600 0.9700 52.700 1.0100 52.800 1.0300 52.900 1.0500 53.000 1.0700 53.100 1.0900 53.200 1.1100 53.300 1.1200 53.400 1.1200 53.500 1.1300 53.900 1.1300 ------------------------------------------------------------------------------------------ Name: NA3100 Base Flow(cfs): 0.000 Init Stage(ft): 51.910 Group: A Warn Stage(ft): 54.800 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 588 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 49.900 0.0100 50.200 0.0100 50.300 0.0100 50.500 0.0100 50.600 0.0200 50.700 0.0200 50.800 0.0300 50.900 0.0300 51.000 0.0400 51.100 0.0500 51.200 0.0600 51.300 0.0600 51.400 0.0700 51.500 0.0700 51.600 0.0800 51.700 0.0800 51.800 0.0900 51.900 0.1000 52.000 0.1000 52.100 0.1100 52.200 0.1200 52.300 0.1300 52.400 0.1400 52.500 0.1500 52.600 0.1600 52.700 0.2000 52.800 0.2600 52.900 0.3700 53.000 0.4900 53.100 0.6400 53.200 0.7900 53.300 0.9600 53.400 1.1500 53.500 1.3500 53.600 1.5300 53.700 1.7700 53.800 2.0400 53.900 2.2800 54.000 2.5200 54.100 2.7300 54.200 2.9400 54.300 3.0500 54.400 3.1100 54.500 3.1300 54.600 3.1400 54.700 3.1400 54.800 3.1500 ------------------------------------------------------------------------------------------ Name: NA3110 Base Flow(cfs): 0.000 Init Stage(ft): 52.000 Group: A Warn Stage(ft): 55.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.300 0.0100 50.400 0.0100 50.500 0.0100 50.600 0.0100 50.700 0.0200 50.800 0.0300 50.900 0.0400 51.000 0.0500 51.100 0.0600 51.200 0.0700 51.300 0.0700 51.400 0.0800 51.500 0.0900 51.600 0.0900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 589 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.700 0.1000 51.800 0.1200 51.900 0.1500 52.000 0.1900 52.100 0.2300 52.200 0.3100 52.300 0.3600 52.400 0.4000 52.500 0.4300 52.600 0.4600 52.700 0.4900 52.800 0.5200 52.900 0.5500 53.000 0.5800 53.100 0.6100 53.200 0.6400 53.300 0.7000 53.400 0.7500 53.500 0.8000 53.600 0.8500 53.700 0.9000 53.800 0.9600 53.900 1.0400 54.000 1.1400 54.100 1.2100 54.200 1.2500 54.300 1.2700 54.400 1.2700 54.500 1.2800 55.000 1.2800 ------------------------------------------------------------------------------------------ Name: NA3120 Base Flow(cfs): 0.000 Init Stage(ft): 50.600 Group: A Warn Stage(ft): 57.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.000 0.0100 50.100 0.0100 50.200 0.0100 50.300 0.0200 50.600 0.0200 50.700 0.0300 50.800 0.0300 50.900 0.0400 51.100 0.0400 51.200 0.0500 51.400 0.0500 51.500 0.0600 51.600 0.0600 51.700 0.0700 52.000 0.0700 52.100 0.0800 52.200 0.0800 52.300 0.0900 52.500 0.0900 52.600 0.1000 52.700 0.1000 52.800 0.1100 52.900 0.1100 53.000 0.1200 53.100 0.1400 53.200 0.1500 53.300 0.1800 53.400 0.2000 53.500 0.2400 53.600 0.3000 53.700 0.3700 53.800 0.4300 53.900 0.4900 54.000 0.5500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 590 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.100 0.6400 54.200 0.7700 54.300 0.9100 54.400 1.0800 54.500 1.2900 54.600 1.4400 54.700 1.5900 54.800 1.7400 54.900 1.8300 55.000 1.8800 55.100 1.9100 55.200 1.9400 55.300 1.9600 55.400 1.9900 55.500 2.0100 55.600 2.0300 55.700 2.0400 55.800 2.0600 55.900 2.0700 56.000 2.0900 56.100 2.1000 56.200 2.1100 56.300 2.1200 57.200 2.1200 ------------------------------------------------------------------------------------------ Name: NA3130 Base Flow(cfs): 0.000 Init Stage(ft): 51.650 Group: A Warn Stage(ft): 62.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 51.550 0.0100 54.700 0.0100 54.800 0.0100 54.900 0.0100 55.000 0.0100 55.100 0.0200 55.200 0.0300 55.300 0.0600 55.400 0.0900 55.500 0.1200 55.600 0.1600 55.700 0.2200 55.800 0.3200 55.900 0.4100 56.000 0.5500 56.100 0.7100 56.200 0.8800 56.300 1.0600 56.400 1.2300 56.500 1.4600 56.600 1.6900 56.700 1.9700 56.800 2.2100 56.900 2.4500 57.000 2.7700 57.100 3.1400 57.200 3.5200 57.300 3.9700 57.400 4.4900 57.500 5.0300 57.600 5.5700 57.700 6.0500 57.800 6.4800 57.900 6.9300 58.000 7.3500 58.100 7.6600 58.200 8.0000 58.300 8.3500 58.400 8.7100 58.500 9.1100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 591 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.600 9.4700 58.700 9.8600 58.800 10.2100 58.900 10.5500 59.000 10.8300 59.100 11.1500 59.200 11.4400 59.300 11.6600 59.400 11.8700 59.500 12.0900 59.600 12.3200 59.700 12.6300 59.800 12.9200 59.900 13.1600 60.000 13.3200 60.100 13.4300 60.200 13.5100 60.300 13.6000 60.400 13.7100 60.500 13.7600 60.600 13.8000 60.700 13.8200 60.800 13.8300 60.900 13.8500 61.000 13.8600 61.100 13.8700 61.200 13.8800 61.300 13.8900 61.400 13.9100 61.500 13.9100 61.600 13.9200 61.700 13.9300 62.600 13.9300 ------------------------------------------------------------------------------------------ Name: NA3140 Base Flow(cfs): 0.000 Init Stage(ft): 54.000 Group: A Warn Stage(ft): 60.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 53.900 0.0100 56.300 0.0100 56.400 0.0100 56.500 0.0100 56.600 0.0100 56.700 0.0300 56.800 0.0700 56.900 0.1100 57.000 0.1500 57.100 0.2000 57.200 0.2500 57.300 0.3100 57.400 0.3800 57.500 0.4800 57.600 0.5800 57.700 0.6900 57.800 0.7800 57.900 0.9000 58.000 1.0200 58.100 1.1700 58.200 1.3500 58.300 1.5300 58.400 1.8000 58.500 2.0700 58.600 2.3500 58.700 2.7000 58.800 3.1800 58.900 3.5500 59.000 3.8000 59.100 4.0100 59.200 4.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 592 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.300 4.2800 59.400 4.3400 59.500 4.3900 59.600 4.4200 59.700 4.4400 59.800 4.4500 59.900 4.4700 60.000 4.4700 60.100 4.4800 60.200 4.4800 60.300 4.4900 60.600 4.4900 ------------------------------------------------------------------------------------------ Name: NA3150 Base Flow(cfs): 0.000 Init Stage(ft): 47.900 Group: A Warn Stage(ft): 60.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.800 0.0100 49.800 0.0100 49.900 0.0100 50.200 0.0100 50.300 0.0100 50.400 0.0200 50.500 0.0400 50.600 0.0600 50.700 0.0800 50.800 0.1000 50.900 0.1100 51.000 0.1300 51.100 0.1600 51.200 0.1700 51.300 0.1800 51.400 0.2200 51.500 0.2600 51.600 0.3100 51.700 0.3800 51.800 0.4500 51.900 0.5200 52.000 0.6100 52.100 0.6800 52.200 0.7800 52.300 0.8400 52.400 0.9100 52.500 0.9800 52.600 1.0600 52.700 1.1400 52.800 1.2300 52.900 1.2800 53.000 1.3100 53.100 1.3600 53.200 1.4300 53.300 1.4800 53.400 1.5100 53.500 1.5300 53.600 1.5500 53.700 1.5700 53.800 1.5900 53.900 1.6100 54.000 1.6300 54.100 1.6500 54.200 1.6600 54.300 1.6700 54.400 1.6800 54.500 1.6900 54.600 1.7100 54.700 1.7200 54.800 1.7200 54.900 1.7300 55.000 1.7400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 593 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.100 1.7500 55.200 1.7600 55.300 1.7600 55.400 1.7700 55.500 1.7800 55.600 1.7900 55.700 1.8100 55.800 1.8300 55.900 1.8400 56.000 1.8500 56.100 1.8600 56.200 1.8700 56.300 1.8700 56.400 1.8800 56.500 1.8900 56.600 1.9000 56.700 1.9000 56.800 1.9100 57.000 1.9100 57.100 1.9200 57.400 1.9200 57.500 1.9300 57.700 1.9300 57.800 1.9400 58.100 1.9400 58.200 1.9500 58.500 1.9500 58.600 1.9600 59.100 1.9600 59.200 1.9700 59.600 1.9700 59.700 1.9800 60.300 1.9800 ------------------------------------------------------------------------------------------ Name: NA3160 Base Flow(cfs): 0.000 Init Stage(ft): 47.160 Group: A Warn Stage(ft): 64.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.060 0.0100 52.700 0.0100 52.800 0.0100 53.800 0.0100 53.900 0.0100 54.500 0.0100 54.600 0.0200 55.000 0.0200 55.100 0.0300 55.400 0.0300 55.500 0.0400 55.600 0.0400 55.700 0.0500 55.800 0.0500 55.900 0.0600 56.000 0.0600 56.100 0.0700 56.200 0.0800 56.300 0.0900 56.400 0.1000 56.500 0.1100 56.600 0.1200 56.700 0.1300 56.800 0.1400 56.900 0.1600 57.000 0.1700 57.100 0.1700 57.200 0.1800 57.300 0.1900 57.400 0.2000 57.500 0.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 594 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 57.600 0.2200 57.700 0.2300 57.800 0.2300 57.900 0.2400 58.000 0.2400 58.100 0.2500 58.300 0.2500 58.400 0.2600 58.600 0.2600 58.700 0.2700 58.800 0.2700 58.900 0.2800 59.000 0.2800 59.100 0.2900 59.200 0.2900 59.300 0.3000 59.400 0.3100 59.500 0.3200 59.600 0.3200 59.700 0.3300 59.800 0.3400 59.900 0.3600 60.000 0.3700 60.100 0.3900 60.200 0.4200 60.300 0.4500 60.400 0.4700 60.500 0.4900 60.600 0.5100 60.700 0.5300 60.800 0.5500 60.900 0.5600 61.000 0.5800 61.100 0.5900 61.200 0.6000 61.300 0.6200 61.400 0.6300 61.500 0.6500 61.600 0.6600 61.700 0.6700 61.800 0.6800 61.900 0.6900 62.000 0.7000 62.100 0.7100 62.200 0.7200 62.300 0.7300 62.400 0.7400 62.500 0.7500 64.500 0.7500 ------------------------------------------------------------------------------------------ Name: NA3170 Base Flow(cfs): 0.000 Init Stage(ft): 48.840 Group: A Warn Stage(ft): 68.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.740 0.0100 58.500 0.0100 58.600 0.0100 59.000 0.0100 59.100 0.0100 59.200 0.0200 59.300 0.0300 59.400 0.0600 59.500 0.1200 59.600 0.2300 59.700 0.4000 59.800 0.5400 59.900 0.6700 60.000 0.7900 60.100 0.8900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 595 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.200 0.9700 60.300 1.0500 60.400 1.1200 60.500 1.2000 60.600 1.2900 60.700 1.3800 60.800 1.4600 60.900 1.5400 61.000 1.6200 61.100 1.6900 61.200 1.7700 61.300 1.8500 61.400 1.9400 61.500 2.0200 61.600 2.1000 61.700 2.2000 61.800 2.2800 61.900 2.3600 62.000 2.4400 62.100 2.5300 62.200 2.6300 62.300 2.7400 62.400 2.8400 62.500 2.9600 62.600 3.0900 62.700 3.2300 62.800 3.4000 62.900 3.5800 63.000 3.7600 63.100 3.9500 63.200 4.1200 63.300 4.3200 63.400 4.5200 63.500 4.7600 63.600 5.0500 63.700 5.3400 63.800 5.6600 63.900 5.9300 64.000 6.1500 64.100 6.4500 64.200 6.6500 64.300 6.7700 64.400 6.8900 64.500 7.0000 64.600 7.0900 64.700 7.1600 64.800 7.2300 64.900 7.2800 65.000 7.3500 65.100 7.4000 65.200 7.4800 65.300 7.5500 65.400 7.6500 65.500 7.7400 65.600 7.8500 65.700 7.9900 65.800 8.1600 65.900 8.4800 66.000 8.8700 66.100 9.2800 66.200 9.6800 66.300 10.1000 66.400 10.5500 66.500 11.0200 66.600 11.5800 66.700 12.1800 66.800 12.8100 66.900 13.3600 67.000 13.8100 67.100 14.2300 67.200 14.5400 67.300 14.8400 67.400 15.1900 67.500 15.5600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 596 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 67.600 15.7500 67.700 15.8500 67.800 15.9600 67.900 16.0700 68.000 16.1200 68.100 16.1400 68.200 16.1500 68.300 16.1700 68.700 16.1700 ------------------------------------------------------------------------------------------ Name: NA3180 Base Flow(cfs): 0.000 Init Stage(ft): 57.060 Group: A Warn Stage(ft): 70.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 56.960 0.0100 64.800 0.0100 64.900 0.0100 65.000 0.0100 65.100 0.0100 65.200 0.0300 65.300 0.0700 65.400 0.1400 65.500 0.2500 65.600 0.4000 65.700 0.5700 65.800 0.7300 65.900 0.8800 66.000 0.9800 66.100 1.0700 66.200 1.1500 66.300 1.2300 66.400 1.3400 66.500 1.4500 66.600 1.6200 66.700 1.8400 66.800 2.0900 66.900 2.3800 67.000 2.6900 67.100 3.0000 67.200 3.2600 67.300 3.5300 67.400 3.8400 67.500 4.1800 67.600 4.5500 67.700 4.9400 67.800 5.3300 67.900 5.7100 68.000 6.0700 68.100 6.4000 68.200 6.6800 68.300 6.9100 68.400 7.1000 68.500 7.2100 68.600 7.2700 68.700 7.3100 68.800 7.3300 68.900 7.3400 69.200 7.3400 69.300 7.3500 70.000 7.3500 ------------------------------------------------------------------------------------------ Name: NA3190 Base Flow(cfs): 0.000 Init Stage(ft): 58.980 Group: A Warn Stage(ft): 71.900 Type: Stage/Area Stage(ft) Area(ac) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 597 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- 58.880 0.0100 65.900 0.0100 66.000 0.0100 66.100 0.0100 66.200 0.0100 66.300 0.0200 66.400 0.0300 66.500 0.0600 66.600 0.1000 66.700 0.1600 66.800 0.2500 66.900 0.3500 67.000 0.4700 67.100 0.6100 67.200 0.7600 67.300 0.9300 67.400 1.0900 67.500 1.2600 67.600 1.4900 67.700 1.7700 67.800 2.1400 67.900 2.5000 68.000 2.8100 68.100 3.1000 68.200 3.5800 68.300 3.9200 68.400 4.2200 68.500 4.4100 68.600 4.5100 68.700 4.5700 68.800 4.6000 68.900 4.6200 69.000 4.6400 69.100 4.6500 69.200 4.6600 69.300 4.6700 69.400 4.6700 69.500 4.6800 69.700 4.6800 69.800 4.6900 70.700 4.6900 70.800 4.7000 71.400 4.7000 71.500 4.7100 71.900 4.7100 ------------------------------------------------------------------------------------------ Name: NA3200 Base Flow(cfs): 0.000 Init Stage(ft): 59.130 Group: A Warn Stage(ft): 69.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 59.030 0.0100 65.500 0.0100 65.600 0.0100 66.000 0.0100 66.100 0.0100 66.400 0.0100 66.500 0.0200 66.700 0.0200 66.800 0.0300 66.900 0.0300 67.000 0.0500 67.100 0.0600 67.200 0.0900 67.300 0.1300 67.400 0.1500 67.500 0.1900 67.600 0.2400 67.700 0.2800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 598 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 67.800 0.3400 67.900 0.4000 68.000 0.4600 68.100 0.5000 68.200 0.5300 68.300 0.5500 68.400 0.5800 68.500 0.6200 68.600 0.6600 68.700 0.6800 68.800 0.7100 68.900 0.7200 69.000 0.7300 69.100 0.7400 ------------------------------------------------------------------------------------------ Name: NA3210 Base Flow(cfs): 0.000 Init Stage(ft): 61.170 Group: A Warn Stage(ft): 71.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 60.070 0.0100 66.700 0.0100 66.800 0.0100 66.900 0.0100 67.000 0.0100 67.100 0.0100 67.200 0.0300 67.300 0.0400 67.400 0.0600 67.500 0.0900 67.600 0.1300 67.700 0.1700 67.800 0.2300 67.900 0.2900 68.000 0.3700 68.100 0.4900 68.200 0.7100 68.300 0.8800 68.400 1.0300 68.500 1.1500 68.600 1.2500 68.700 1.3500 68.800 1.4500 68.900 1.5400 69.000 1.6100 69.100 1.6600 69.200 1.7300 69.300 1.7700 69.400 1.8200 69.500 1.8500 69.600 1.8800 69.700 1.9200 69.800 1.9300 70.100 1.9300 70.200 1.9400 71.600 1.9400 ------------------------------------------------------------------------------------------ Name: NA3220 Base Flow(cfs): 0.000 Init Stage(ft): 61.170 Group: A Warn Stage(ft): 72.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 60.720 0.0100 64.900 0.0100 65.000 0.0100 65.300 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 599 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.400 0.0100 66.000 0.0100 66.100 0.0200 66.700 0.0200 66.800 0.0300 67.200 0.0300 67.300 0.0400 67.400 0.0400 67.500 0.0500 67.600 0.0600 67.700 0.0600 67.800 0.0700 67.900 0.0800 68.000 0.0900 68.100 0.1000 68.200 0.1100 68.300 0.1200 68.400 0.1300 68.500 0.1700 68.600 0.2100 68.700 0.2500 68.800 0.3000 68.900 0.3400 69.000 0.3800 69.100 0.4300 69.200 0.4800 69.300 0.5300 69.400 0.5900 69.500 0.6400 69.600 0.7000 69.700 0.7700 69.800 0.8100 69.900 0.8600 70.000 0.9000 70.100 0.9500 70.200 1.0000 70.300 1.0400 70.400 1.0900 70.500 1.1500 70.600 1.2200 70.700 1.2800 70.800 1.3300 70.900 1.3700 71.000 1.3900 71.100 1.4200 71.200 1.4300 71.300 1.4400 72.300 1.4400 ------------------------------------------------------------------------------------------ Name: NA3230 Base Flow(cfs): 0.000 Init Stage(ft): 62.090 Group: A Warn Stage(ft): 69.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 61.100 0.0100 63.300 0.0100 63.400 0.0100 63.800 0.0100 63.900 0.0100 64.600 0.0100 64.700 0.0200 65.200 0.0200 65.300 0.0300 65.400 0.0300 65.500 0.0400 65.700 0.0400 65.800 0.0500 65.900 0.0500 66.000 0.0600 66.100 0.0700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 600 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 66.300 0.0700 66.400 0.0800 66.500 0.0800 66.600 0.0900 66.700 0.1100 66.800 0.1400 66.900 0.1800 67.000 0.2700 67.100 0.3500 67.200 0.4400 67.300 0.5200 67.400 0.6200 67.500 0.7300 67.600 0.7900 67.700 0.8400 67.800 0.8800 67.900 0.9100 68.000 0.9400 68.100 0.9600 68.200 0.9800 68.300 1.0100 68.400 1.0200 68.500 1.0400 68.600 1.0600 68.700 1.0800 68.800 1.0900 68.900 1.1000 69.000 1.1100 69.100 1.1200 69.200 1.1300 69.300 1.1400 69.400 1.1500 69.500 1.1600 69.600 1.1700 69.900 1.1700 ------------------------------------------------------------------------------------------ Name: NA3240 Base Flow(cfs): 0.000 Init Stage(ft): 62.400 Group: A Warn Stage(ft): 72.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 62.300 0.0100 65.200 0.0100 65.300 0.0100 65.500 0.0100 65.600 0.0100 65.900 0.0100 66.000 0.0200 66.200 0.0200 66.300 0.0300 66.500 0.0300 66.600 0.0400 66.700 0.0500 66.800 0.0500 66.900 0.0700 67.000 0.0800 67.100 0.1000 67.200 0.1400 67.300 0.1700 67.400 0.2200 67.500 0.2500 67.600 0.2800 67.700 0.3000 67.800 0.3200 67.900 0.3400 68.000 0.3500 68.100 0.3600 68.200 0.3700 68.300 0.3800 68.500 0.3800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 601 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.600 0.3900 68.700 0.3900 68.800 0.4000 69.100 0.4000 69.200 0.4100 69.300 0.4100 69.400 0.4200 69.500 0.4200 69.600 0.4400 69.700 0.4400 69.800 0.4500 69.900 0.4600 70.000 0.4700 70.100 0.4700 70.200 0.4800 70.300 0.4900 70.400 0.5000 70.500 0.5100 70.600 0.5200 70.700 0.5300 70.800 0.5500 70.900 0.5800 71.000 0.6200 71.100 0.6500 71.200 0.6600 71.300 0.6600 71.400 0.6800 71.500 0.6800 71.600 0.6900 72.700 0.6900 ------------------------------------------------------------------------------------------ Name: NA3250 Base Flow(cfs): 0.000 Init Stage(ft): 62.810 Group: A Warn Stage(ft): 72.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 62.710 0.0100 66.100 0.0100 66.200 0.0100 67.200 0.0100 67.300 0.0100 67.500 0.0100 67.600 0.0200 67.800 0.0200 67.900 0.0300 68.000 0.0300 68.100 0.0400 68.200 0.0500 68.300 0.0600 68.400 0.0700 68.500 0.0900 68.600 0.1100 68.700 0.1300 68.800 0.1500 68.900 0.1700 69.000 0.1800 69.100 0.2000 69.200 0.2100 69.300 0.2300 69.400 0.2500 69.500 0.2800 69.600 0.3100 69.700 0.3400 69.800 0.3900 69.900 0.4100 70.000 0.4500 70.100 0.5100 70.200 0.5300 72.400 0.5300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 602 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA3260 Base Flow(cfs): 0.000 Init Stage(ft): 66.440 Group: A Warn Stage(ft): 69.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.340 0.0100 67.900 0.0100 68.000 0.0100 68.100 0.0200 68.200 0.0400 68.300 0.0600 68.400 0.0800 68.500 0.0900 68.600 0.1200 68.700 0.1500 68.800 0.1800 68.900 0.1900 69.100 0.1900 69.200 0.2000 69.400 0.2000 69.500 0.2100 69.700 0.2100 ------------------------------------------------------------------------------------------ Name: NA3270 Base Flow(cfs): 0.000 Init Stage(ft): 66.480 Group: A Warn Stage(ft): 70.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.330 0.0100 67.000 0.0100 67.100 0.0100 67.200 0.0100 67.300 0.0100 67.400 0.0100 67.500 0.0200 67.600 0.0300 67.700 0.0400 67.800 0.0500 67.900 0.0700 68.000 0.0900 68.100 0.1200 68.200 0.1300 68.300 0.1500 68.400 0.1700 68.500 0.2100 68.600 0.3000 68.700 0.3700 68.800 0.4500 68.900 0.5300 69.000 0.6300 69.100 0.7500 69.200 0.8500 69.300 0.9100 69.400 0.9600 69.500 1.0100 69.600 1.0500 69.700 1.0700 69.800 1.0900 69.900 1.1100 70.000 1.1200 70.100 1.1300 70.200 1.1400 70.300 1.1500 70.400 1.1600 ------------------------------------------------------------------------------------------ $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 603 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: NA3280 Base Flow(cfs): 0.000 Init Stage(ft): 66.660 Group: A Warn Stage(ft): 73.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.300 0.0100 66.500 0.0100 66.600 0.0100 66.700 0.0100 66.800 0.0200 66.900 0.0300 67.000 0.0400 67.100 0.0400 67.200 0.0500 67.300 0.0500 67.400 0.0600 67.500 0.0700 67.600 0.0700 67.700 0.0900 67.800 0.1000 67.900 0.1200 68.000 0.1500 68.100 0.1800 68.200 0.2000 68.300 0.2400 68.400 0.2800 68.500 0.3300 68.600 0.4200 68.700 0.5500 68.800 0.7400 68.900 0.9900 69.000 1.2800 69.100 1.5800 69.200 1.8900 69.300 2.2100 69.400 2.5000 69.500 2.7500 69.600 2.9900 69.700 3.2400 69.800 3.4900 69.900 3.7900 70.000 4.1900 70.100 4.7600 70.200 5.2200 70.300 5.4400 70.400 5.5800 70.500 5.6800 70.600 5.7000 70.700 5.7100 70.800 5.7200 70.900 5.7400 71.000 5.7700 71.100 5.7800 71.200 5.8000 71.300 5.8000 71.400 5.8200 71.500 5.8300 71.600 5.8300 71.700 5.8400 71.800 5.8400 71.900 5.8500 72.300 5.8500 72.400 5.8600 73.100 5.8600 ------------------------------------------------------------------------------------------ Name: NA3290 Base Flow(cfs): 0.000 Init Stage(ft): 64.900 Group: A Warn Stage(ft): 70.400 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 604 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 64.800 0.0100 67.600 0.0100 67.700 0.0100 67.900 0.0100 68.000 0.0100 68.100 0.0300 68.200 0.0700 68.300 0.1400 68.400 0.2300 68.500 0.2900 68.600 0.3600 68.700 0.4300 68.800 0.5100 68.900 0.6100 69.000 0.7100 69.100 0.7900 69.200 0.9300 69.300 1.2000 69.400 1.6100 69.500 2.1700 69.600 3.0000 69.700 4.0200 69.800 4.8400 69.900 5.5700 70.000 6.2600 70.100 6.6900 70.200 6.9200 70.300 6.9800 70.400 7.0000 ------------------------------------------------------------------------------------------ Name: NA3300 Base Flow(cfs): 0.000 Init Stage(ft): 55.290 Group: A Warn Stage(ft): 68.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.190 0.0100 59.400 0.0100 59.500 0.0100 59.700 0.0100 59.800 0.0200 59.900 0.0600 60.000 0.1000 60.100 0.1500 60.200 0.2200 60.300 0.3100 60.400 0.4000 60.500 0.4900 60.600 0.5800 60.700 0.6400 60.800 0.7000 60.900 0.7500 61.000 0.8200 61.100 0.8800 61.200 0.9300 61.300 0.9900 61.400 1.0500 61.500 1.0900 61.600 1.1500 61.700 1.2000 61.800 1.2400 61.900 1.2600 62.000 1.3000 62.100 1.3300 62.200 1.3600 62.300 1.3900 62.400 1.4200 62.500 1.4400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 605 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 62.600 1.4700 62.700 1.5100 62.800 1.5300 62.900 1.5500 63.000 1.5700 63.100 1.6000 63.200 1.6300 63.300 1.6500 63.400 1.6800 63.500 1.7100 63.600 1.7400 63.700 1.7700 63.800 1.8100 63.900 1.8400 64.000 1.8800 64.100 1.9700 64.200 2.0700 64.300 2.1900 64.400 2.3000 64.500 2.3700 64.600 2.4300 64.700 2.4900 64.800 2.5400 64.900 2.5900 65.000 2.6500 65.100 2.7200 65.200 2.7900 65.300 2.8700 65.400 2.9500 65.500 3.0300 65.600 3.1200 65.700 3.2200 65.800 3.3200 65.900 3.5000 66.000 3.7700 66.100 3.8900 66.200 4.0000 66.300 4.0800 66.400 4.1600 66.500 4.2200 66.600 4.2900 66.700 4.3700 66.800 4.4300 66.900 4.4900 67.000 4.5400 67.100 4.5800 67.200 4.6200 67.300 4.6400 67.400 4.6500 67.500 4.6800 67.600 4.7100 67.700 4.7600 67.800 4.8300 67.900 4.8700 68.000 4.9000 68.100 4.9300 68.200 4.9400 68.500 4.9400 ------------------------------------------------------------------------------------------ Name: NA3310 Base Flow(cfs): 0.000 Init Stage(ft): 61.370 Group: A Warn Stage(ft): 70.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 61.270 0.0100 67.400 0.0100 67.500 0.0100 67.700 0.0100 67.800 0.0100 67.900 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 606 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.000 0.0200 68.100 0.0400 68.200 0.0600 68.300 0.0900 68.400 0.1300 68.500 0.2100 68.600 0.3400 68.700 0.5000 68.800 0.7500 68.900 0.9100 69.000 1.0400 69.100 1.1300 69.200 1.2300 69.300 1.3200 69.400 1.4000 69.500 1.4700 69.600 1.5400 69.700 1.6100 69.800 1.7100 69.900 1.8000 70.000 1.8700 70.100 1.9100 70.200 1.9600 70.300 2.0000 70.400 2.0300 70.500 2.0500 70.600 2.0600 70.700 2.0700 70.800 2.0700 ------------------------------------------------------------------------------------------ Name: NA3320 Base Flow(cfs): 0.000 Init Stage(ft): 62.360 Group: A Warn Stage(ft): 70.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 62.090 0.0100 67.300 0.0100 67.400 0.0100 67.900 0.0100 68.000 0.0100 68.100 0.0200 68.200 0.0400 68.300 0.0600 68.400 0.0900 68.500 0.1300 68.600 0.1700 68.700 0.2000 68.800 0.2300 68.900 0.2400 69.000 0.2700 69.100 0.2900 69.200 0.3100 69.300 0.3300 69.400 0.3400 69.500 0.3700 69.600 0.5000 69.700 0.6600 69.800 0.7700 69.900 0.8000 70.000 0.8000 ------------------------------------------------------------------------------------------ Name: NA3330 Base Flow(cfs): 0.000 Init Stage(ft): 62.460 Group: A Warn Stage(ft): 70.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 607 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 62.360 0.0100 67.500 0.0100 67.600 0.0100 67.700 0.0100 67.800 0.0200 67.900 0.0600 68.000 0.1000 68.100 0.1400 68.200 0.1900 68.300 0.2300 68.400 0.3000 68.500 0.4200 68.600 0.5600 68.700 0.7400 68.800 0.9100 68.900 1.0700 69.000 1.2100 69.100 1.3100 69.200 1.4000 69.300 1.4800 69.400 1.5700 69.500 1.8000 69.600 2.1300 69.700 2.2400 69.800 2.2700 69.900 2.2800 70.300 2.2800 70.400 2.2900 ------------------------------------------------------------------------------------------ Name: NA3340 Base Flow(cfs): 0.000 Init Stage(ft): 62.990 Group: A Warn Stage(ft): 73.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 62.890 0.0100 68.100 0.0100 68.200 0.0100 68.300 0.0100 68.400 0.0100 68.500 0.0300 68.600 0.0500 68.700 0.0900 68.800 0.1700 68.900 0.3100 69.000 0.4800 69.100 0.7100 69.200 0.9900 69.300 1.2500 69.400 1.5500 69.500 1.8600 69.600 2.1000 69.700 2.2800 69.800 2.4000 69.900 2.5000 70.000 2.6000 70.100 2.6600 70.200 2.7000 70.300 2.7300 70.400 2.7600 70.500 2.7800 70.600 2.8000 70.700 2.8300 70.800 2.8500 70.900 2.8800 71.000 2.9200 71.100 2.9500 71.200 2.9700 71.300 3.0000 71.400 3.0200 71.500 3.0300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 608 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 71.600 3.0500 71.700 3.0600 71.800 3.0800 72.000 3.0800 72.100 3.0900 72.200 3.0900 72.300 3.1000 72.600 3.1000 72.700 3.1100 73.100 3.1100 ------------------------------------------------------------------------------------------ Name: NA3350 Base Flow(cfs): 0.000 Init Stage(ft): 55.800 Group: A Warn Stage(ft): 64.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.700 0.0100 62.000 0.0100 62.100 0.0100 63.200 0.0100 63.300 0.0100 63.700 0.0100 63.800 0.0200 63.900 0.0200 64.000 0.0300 64.100 0.0400 64.900 0.0400 ------------------------------------------------------------------------------------------ Name: NA3360 Base Flow(cfs): 0.000 Init Stage(ft): 57.200 Group: A Warn Stage(ft): 66.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 57.100 0.0100 59.600 0.0100 59.700 0.0100 59.800 0.0100 59.900 0.0300 60.000 0.0700 60.100 0.1100 60.200 0.1400 60.300 0.1500 60.400 0.1600 60.500 0.1800 60.600 0.1800 60.700 0.1900 60.800 0.2000 60.900 0.2100 61.000 0.2200 61.100 0.2300 61.200 0.2400 61.300 0.2500 61.400 0.2600 61.500 0.2700 61.600 0.2700 61.700 0.2800 61.800 0.2900 61.900 0.2900 62.000 0.3000 62.100 0.3100 62.200 0.3100 62.300 0.3200 62.400 0.3200 62.500 0.3300 62.600 0.3300 62.700 0.3400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 609 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 62.800 0.3400 62.900 0.3500 63.000 0.3500 63.100 0.3600 63.200 0.3800 63.300 0.4000 63.400 0.4100 63.500 0.4300 63.600 0.4400 63.700 0.4600 63.800 0.4700 63.900 0.4700 64.000 0.4800 64.100 0.4800 64.200 0.4900 64.300 0.4900 64.400 0.5000 64.500 0.5000 64.600 0.5100 64.800 0.5100 64.900 0.5200 65.000 0.5300 65.100 0.5300 65.200 0.5400 65.300 0.5500 66.700 0.5500 ------------------------------------------------------------------------------------------ Name: NA3370 Base Flow(cfs): 0.000 Init Stage(ft): 58.440 Group: A Warn Stage(ft): 76.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 58.340 0.0100 59.400 0.0100 59.500 0.0100 60.700 0.0100 60.800 0.0100 61.200 0.0100 61.300 0.0200 61.700 0.0200 61.800 0.0300 61.900 0.0400 62.000 0.0500 62.100 0.0600 62.200 0.0700 62.300 0.0800 62.400 0.0800 62.500 0.0900 62.600 0.0900 62.700 0.1000 62.800 0.1100 62.900 0.1100 63.000 0.1200 63.100 0.1300 63.200 0.1300 63.300 0.1500 63.400 0.1700 63.500 0.1800 63.600 0.2000 63.700 0.2100 63.800 0.2400 63.900 0.2600 64.000 0.2700 64.100 0.2900 64.200 0.3100 64.300 0.3200 64.400 0.3300 64.500 0.3400 64.600 0.3500 64.700 0.3500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 610 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 64.800 0.3600 64.900 0.3600 65.000 0.3700 65.100 0.3700 65.200 0.3800 65.300 0.3800 65.400 0.4000 65.500 0.4000 65.600 0.4200 65.700 0.4300 65.800 0.4500 65.900 0.4600 66.000 0.4700 66.100 0.4900 66.200 0.5000 66.300 0.5100 66.400 0.5200 66.600 0.5200 66.700 0.5300 67.400 0.5300 67.500 0.5400 68.200 0.5400 68.300 0.5500 68.800 0.5500 68.900 0.5600 69.900 0.5600 70.000 0.5700 76.500 0.5700 ------------------------------------------------------------------------------------------ Name: NA3380 Base Flow(cfs): 0.000 Init Stage(ft): 62.090 Group: A Warn Stage(ft): 82.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 61.170 0.0100 61.600 0.0100 61.700 0.0100 62.200 0.0100 62.300 0.0100 62.400 0.0100 62.500 0.0200 62.600 0.0200 62.700 0.0300 62.800 0.0400 63.000 0.0400 63.100 0.0500 63.200 0.0500 63.300 0.0600 63.600 0.0600 63.700 0.0700 64.300 0.0700 64.400 0.0800 64.600 0.0800 64.700 0.0900 64.900 0.0900 65.000 0.1000 65.100 0.1000 65.200 0.1100 65.300 0.1200 65.400 0.1300 65.500 0.1400 65.600 0.1500 65.700 0.1600 65.800 0.1700 65.900 0.1900 66.000 0.2100 66.100 0.2600 66.200 0.3000 66.300 0.3400 66.400 0.3900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 611 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 66.500 0.4500 66.600 0.5100 66.700 0.5800 66.800 0.6600 66.900 0.7400 67.000 0.8300 67.100 0.9200 67.200 1.0200 67.300 1.1200 67.400 1.2200 67.500 1.3500 67.600 1.4600 67.700 1.5500 67.800 1.6300 67.900 1.7000 68.000 1.7800 68.100 1.8400 68.200 1.9400 68.300 2.0300 68.400 2.1300 68.500 2.2300 68.600 2.3600 68.700 2.5500 68.800 2.8200 68.900 3.0600 69.000 3.3000 69.100 3.6000 69.200 3.8600 69.300 4.1200 69.400 4.3600 69.500 4.5900 69.600 4.8300 69.700 5.0600 69.800 5.2900 69.900 5.5300 70.000 5.7000 70.100 5.9200 70.200 6.1000 70.300 6.2200 70.400 6.2900 70.500 6.3400 70.600 6.3900 70.700 6.4400 70.800 6.4700 70.900 6.5100 71.000 6.5500 71.100 6.5900 71.200 6.6300 71.300 6.6400 71.400 6.6500 71.500 6.6600 71.600 6.6600 71.700 6.6700 72.200 6.6700 72.300 6.6800 72.900 6.6800 73.000 6.6900 74.200 6.6900 74.300 6.7000 78.600 6.7000 78.700 6.7100 82.300 6.7100 ------------------------------------------------------------------------------------------ Name: NA3390 Base Flow(cfs): 0.000 Init Stage(ft): 62.090 Group: A Warn Stage(ft): 69.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 61.840 0.0100 65.600 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 612 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.700 0.0100 65.800 0.0100 65.900 0.0200 66.000 0.0300 66.100 0.0400 66.200 0.0600 66.300 0.1100 66.400 0.1800 66.500 0.2800 66.600 0.4100 66.700 0.5600 66.800 0.7400 66.900 0.8700 67.000 0.9800 67.100 1.1000 67.200 1.2500 67.300 1.4800 67.400 1.8000 67.500 2.0900 67.600 2.3600 67.700 2.5700 67.800 2.7100 67.900 2.8300 68.000 2.9300 68.100 3.0400 68.200 3.1600 68.300 3.2600 68.400 3.4100 68.500 3.5100 68.600 3.5900 68.700 3.6200 68.800 3.6300 69.300 3.6300 ------------------------------------------------------------------------------------------ Name: NA3400 Base Flow(cfs): 0.000 Init Stage(ft): 62.720 Group: A Warn Stage(ft): 81.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 62.620 0.0100 63.400 0.0100 63.500 0.0100 63.900 0.0100 64.000 0.0100 64.100 0.0100 64.200 0.0200 64.300 0.0400 64.400 0.0600 64.500 0.0800 64.600 0.1200 64.700 0.1500 64.800 0.1900 64.900 0.2200 65.000 0.2500 65.100 0.3000 65.200 0.3400 65.300 0.4000 65.400 0.4400 65.500 0.4900 65.600 0.5300 65.700 0.5800 65.800 0.6300 65.900 0.6900 66.000 0.7600 66.100 0.8200 66.200 0.8800 66.300 0.9600 66.400 1.0300 66.500 1.1300 66.600 1.2000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 613 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 66.700 1.2700 66.800 1.3400 66.900 1.4300 67.000 1.5300 67.100 1.6400 67.200 1.7600 67.300 1.8800 67.400 2.0300 67.500 2.1700 67.600 2.3300 67.700 2.5900 67.800 2.8900 67.900 3.2200 68.000 3.5500 68.100 3.9500 68.200 4.5200 68.300 5.0900 68.400 5.4200 68.500 5.6000 68.600 5.7200 68.700 5.8200 68.800 5.9100 68.900 6.0000 69.000 6.1100 69.100 6.2700 69.200 6.4500 69.300 6.6200 69.400 6.7600 69.500 6.8900 69.600 7.0000 69.700 7.1200 69.800 7.2300 69.900 7.3100 70.000 7.3900 70.100 7.4600 70.200 7.5100 70.300 7.5600 70.400 7.6100 70.500 7.6700 70.600 7.7200 70.700 7.7600 70.800 7.7900 70.900 7.8200 71.000 7.8300 71.100 7.8400 71.200 7.8600 71.300 7.8700 71.400 7.8800 71.500 7.8900 71.600 7.8900 71.700 7.9000 71.800 7.9100 71.900 7.9100 72.000 7.9200 72.100 7.9200 72.200 7.9300 72.600 7.9300 72.700 7.9400 72.900 7.9400 73.000 7.9500 73.400 7.9500 73.500 7.9600 73.700 7.9600 73.800 7.9700 74.100 7.9700 74.200 7.9800 74.700 7.9800 74.800 7.9900 75.600 7.9900 75.700 8.0000 76.400 8.0000 76.500 8.0100 77.300 8.0100 77.400 8.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 614 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 78.000 8.0200 78.100 8.0300 78.400 8.0300 78.500 8.0400 78.800 8.0400 78.900 8.0500 79.200 8.0500 79.300 8.0600 79.600 8.0600 79.700 8.0700 81.300 8.0700 ------------------------------------------------------------------------------------------ Name: NA3410 Base Flow(cfs): 0.000 Init Stage(ft): 63.960 Group: A Warn Stage(ft): 69.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 63.300 0.0100 63.500 0.0100 63.600 0.0100 63.700 0.0100 63.800 0.0200 63.900 0.0200 64.000 0.0300 64.100 0.0300 64.200 0.0400 64.300 0.0400 64.400 0.0500 64.500 0.0500 64.600 0.0600 64.700 0.0700 64.800 0.0800 64.900 0.0800 65.000 0.0900 65.100 0.1000 65.300 0.1000 65.400 0.1100 65.500 0.1100 65.600 0.1200 65.800 0.1200 65.900 0.1300 66.000 0.1300 66.100 0.1400 66.200 0.1500 66.400 0.1500 66.500 0.1600 66.600 0.1600 66.700 0.1800 66.800 0.1900 66.900 0.2200 67.000 0.2500 67.100 0.2900 67.200 0.3100 67.300 0.3400 67.400 0.3600 67.500 0.3900 67.600 0.4100 67.700 0.4300 67.800 0.4500 67.900 0.4800 68.000 0.5000 68.100 0.5200 68.200 0.5600 68.300 0.6100 68.400 0.6700 68.500 0.7300 68.600 0.7900 68.700 0.8200 68.800 0.8300 68.900 0.8500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 615 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 69.000 0.8700 69.100 0.8800 69.200 0.8900 69.300 0.9000 69.400 0.9100 69.500 0.9200 69.600 0.9300 69.800 0.9300 ------------------------------------------------------------------------------------------ Name: NA3420 Base Flow(cfs): 0.000 Init Stage(ft): 66.000 Group: A Warn Stage(ft): 72.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.000 0.0100 66.100 0.0100 66.200 0.0500 66.300 0.1400 66.400 0.2500 66.500 0.4000 66.600 0.4600 66.700 0.4800 66.800 0.5000 66.900 0.5200 67.000 0.5300 67.100 0.5400 67.200 0.5500 67.300 0.5800 67.400 0.5900 67.500 0.6000 67.600 0.6100 67.700 0.6400 67.800 0.6600 67.900 0.6800 68.000 0.7000 68.100 0.7500 68.200 0.8300 68.300 0.9500 68.400 1.1000 68.500 1.3600 68.600 1.5900 68.700 1.7600 68.800 1.8800 68.900 1.9700 69.000 2.0500 69.100 2.1300 69.200 2.2200 69.300 2.2700 69.400 2.3300 69.500 2.3800 69.600 2.4400 69.700 2.5400 69.800 2.6700 69.900 2.7300 70.000 2.7700 70.100 2.8100 70.200 2.8500 70.300 2.9100 70.400 2.9800 70.500 3.0500 70.600 3.1300 70.700 3.1900 70.800 3.2300 70.900 3.2600 71.000 3.3000 71.100 3.3200 71.200 3.3400 71.300 3.3600 71.400 3.3700 71.500 3.3800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 616 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 71.600 3.3800 71.700 3.3900 71.800 3.3900 71.900 3.4000 72.700 3.4000 72.800 3.4100 ------------------------------------------------------------------------------------------ Name: NA3430 Base Flow(cfs): 0.000 Init Stage(ft): 66.600 Group: A Warn Stage(ft): 70.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.600 0.0100 66.700 0.0100 66.800 0.0300 66.900 0.0700 67.000 0.1300 67.100 0.1700 67.200 0.1900 67.300 0.2000 67.400 0.2100 67.500 0.2200 67.600 0.2300 67.700 0.2400 67.800 0.2500 67.900 0.2600 68.000 0.2700 68.100 0.2800 68.200 0.2900 68.300 0.3000 68.400 0.3100 68.500 0.3200 68.600 0.3300 68.700 0.3400 68.800 0.3600 68.900 0.3700 69.000 0.3900 69.100 0.4000 69.200 0.4200 69.300 0.4500 69.400 0.5200 69.500 0.6400 69.600 0.7500 69.700 0.8200 69.800 0.9200 69.900 1.0100 70.000 1.0500 70.100 1.0700 70.200 1.0800 70.300 1.0900 ------------------------------------------------------------------------------------------ Name: NA3440 Base Flow(cfs): 0.000 Init Stage(ft): 65.760 Group: A Warn Stage(ft): 71.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 65.660 0.0100 67.900 0.0100 68.000 0.0100 68.200 0.0100 68.300 0.0100 68.400 0.0200 68.500 0.0300 68.600 0.0400 68.700 0.0500 68.800 0.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 617 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.900 0.0700 69.000 0.0900 69.100 0.1100 69.200 0.1400 69.300 0.1900 69.400 0.2800 69.500 0.4100 69.600 0.6100 69.700 0.7200 69.800 0.8000 69.900 0.8400 70.000 0.8600 70.100 0.8700 70.200 0.8900 70.300 0.9100 70.400 0.9200 70.500 0.9400 70.600 0.9600 70.700 0.9800 70.800 0.9900 70.900 0.9900 71.000 1.0000 71.100 1.0000 71.200 1.0100 ------------------------------------------------------------------------------------------ Name: NA3450 Base Flow(cfs): 0.000 Init Stage(ft): 66.800 Group: A Warn Stage(ft): 70.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 66.800 0.0100 67.100 0.0100 67.200 0.0100 67.300 0.0300 67.400 0.0900 67.500 0.1700 67.600 0.2300 67.700 0.2500 67.800 0.2700 67.900 0.2800 68.000 0.2900 68.100 0.3000 68.200 0.3100 68.300 0.3300 68.400 0.3600 68.500 0.4100 68.600 0.4500 68.700 0.5300 68.800 0.6500 68.900 0.7900 69.000 0.9800 69.100 1.1700 69.200 1.3800 69.300 1.5400 69.400 1.6700 69.500 1.7700 69.600 1.8500 69.700 1.9400 69.800 2.0200 69.900 2.1000 70.000 2.2400 70.100 2.3200 70.200 2.3600 70.300 2.3900 70.400 2.3900 70.500 2.4000 70.600 2.4000 ------------------------------------------------------------------------------------------ Name: NA3460 Base Flow(cfs): 0.000 Init Stage(ft): 47.640 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 618 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A Warn Stage(ft): 53.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.500 0.0100 47.600 0.0100 47.700 0.0200 47.800 0.0300 48.300 0.0300 48.400 0.0400 48.800 0.0400 48.900 0.0500 49.000 0.0500 49.100 0.0600 49.300 0.0600 49.400 0.0700 49.500 0.0800 49.600 0.0800 49.700 0.0900 49.800 0.1000 49.900 0.1000 50.000 0.1100 50.100 0.1200 50.200 0.1200 50.300 0.1300 50.400 0.1300 50.500 0.1400 50.600 0.1500 50.700 0.1500 50.800 0.1600 50.900 0.1800 51.000 0.1800 51.100 0.1900 51.200 0.2000 51.300 0.2100 51.400 0.2300 51.500 0.2400 51.600 0.2700 51.700 0.2800 51.800 0.2900 51.900 0.3100 52.000 0.3200 52.100 0.3300 52.200 0.3400 52.300 0.3600 52.400 0.3700 52.500 0.4000 52.600 0.4100 52.700 0.4200 52.800 0.4300 53.000 0.4300 ------------------------------------------------------------------------------------------ Name: NA3470 Base Flow(cfs): 0.000 Init Stage(ft): 46.830 Group: A Warn Stage(ft): 53.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 46.730 0.0100 48.500 0.0100 48.600 0.0100 48.700 0.0100 48.800 0.0100 48.900 0.0200 49.000 0.0300 49.100 0.0400 49.200 0.0500 49.300 0.0600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 619 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.400 0.0700 49.800 0.0700 49.900 0.0800 50.000 0.0800 50.100 0.0900 50.200 0.0900 50.300 0.1000 50.400 0.1100 50.600 0.1100 50.700 0.1200 51.000 0.1200 51.100 0.1300 51.200 0.1300 51.300 0.1400 51.400 0.1500 51.500 0.1800 51.600 0.2000 51.700 0.2300 51.800 0.2700 51.900 0.3100 52.000 0.3600 52.100 0.4100 52.200 0.4700 52.300 0.5300 52.400 0.6000 52.500 0.6700 52.600 0.7400 52.700 0.8300 52.800 0.8900 52.900 0.9400 53.000 0.9700 53.200 0.9700 53.300 0.9800 53.900 0.9800 ------------------------------------------------------------------------------------------ Name: NA3480 Base Flow(cfs): 0.000 Init Stage(ft): 50.200 Group: A Warn Stage(ft): 58.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.200 0.0100 50.300 0.0100 50.400 0.0300 50.500 0.0700 50.600 0.1000 50.700 0.1300 50.800 0.1800 50.900 0.2100 51.000 0.2500 51.100 0.2600 51.200 0.2800 51.300 0.2900 51.400 0.2900 51.500 0.3000 51.600 0.3000 51.700 0.3100 51.800 0.3200 51.900 0.3300 52.000 0.3300 52.100 0.3400 52.300 0.3400 52.400 0.3500 52.500 0.3600 52.600 0.3600 52.700 0.3700 52.800 0.3700 52.900 0.3800 53.000 0.3800 53.100 0.3900 53.300 0.3900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 620 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.400 0.4000 53.500 0.4000 53.600 0.4100 53.700 0.4300 53.800 0.4300 53.900 0.4400 54.000 0.4500 54.100 0.4500 54.200 0.4600 54.400 0.4600 54.500 0.4700 54.700 0.4700 54.800 0.4800 55.600 0.4800 55.700 0.4900 58.100 0.4900 58.200 0.5000 ------------------------------------------------------------------------------------------ Name: NA3490 Base Flow(cfs): 0.000 Init Stage(ft): 50.400 Group: A Warn Stage(ft): 59.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.400 0.0100 51.000 0.0100 51.100 0.0100 51.200 0.0200 51.300 0.0400 51.400 0.0500 51.500 0.0600 51.600 0.0700 51.700 0.0700 51.800 0.0800 51.900 0.0900 52.000 0.1000 52.100 0.1100 52.200 0.1100 52.300 0.1200 52.500 0.1200 52.600 0.1300 52.700 0.1400 52.800 0.1400 52.900 0.1500 53.000 0.1600 53.100 0.1700 53.200 0.1800 53.300 0.1800 53.400 0.1900 53.500 0.2000 53.600 0.2000 53.700 0.2100 53.800 0.2200 53.900 0.2300 54.000 0.2400 54.100 0.2500 54.200 0.2600 54.300 0.2800 54.400 0.3200 54.500 0.3500 54.600 0.3900 54.700 0.4600 54.800 0.5400 54.900 0.6500 55.000 0.7800 55.100 0.9400 55.200 1.1100 55.300 1.2900 55.400 1.4600 55.500 1.6100 55.600 1.7500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 621 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.700 1.8900 55.800 2.0000 55.900 2.0600 56.000 2.1000 56.100 2.1300 56.200 2.1500 56.300 2.1600 56.400 2.1800 56.500 2.1900 56.600 2.2100 56.700 2.2200 56.800 2.2300 56.900 2.2400 57.000 2.2400 57.100 2.2500 57.200 2.2600 57.300 2.2600 57.400 2.2700 57.500 2.2800 57.600 2.2900 57.700 2.2900 57.800 2.3000 57.900 2.3100 58.000 2.3200 58.100 2.3300 58.200 2.3300 58.300 2.3400 58.500 2.3400 58.600 2.3500 59.300 2.3500 59.400 2.3600 59.700 2.3600 ------------------------------------------------------------------------------------------ Name: NA3500 Base Flow(cfs): 0.000 Init Stage(ft): 50.600 Group: A Warn Stage(ft): 53.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.600 0.0100 50.800 0.0100 50.900 0.0100 51.000 0.0200 51.100 0.0500 51.200 0.0600 51.300 0.0700 51.400 0.0700 51.500 0.0800 51.600 0.0900 51.700 0.1000 51.800 0.1100 51.900 0.1300 52.000 0.1400 52.100 0.1500 52.200 0.1700 52.300 0.2000 52.400 0.2400 52.500 0.3000 52.600 0.3700 52.700 0.4100 52.800 0.4600 52.900 0.5100 53.000 0.5500 53.100 0.5800 53.200 0.6200 53.300 0.6400 53.400 0.6500 53.500 0.6500 53.600 0.6600 53.900 0.6600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 622 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA3510 Base Flow(cfs): 0.000 Init Stage(ft): 45.720 Group: A Warn Stage(ft): 66.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.620 0.0100 49.900 0.0100 50.000 0.0100 50.100 0.0100 50.200 0.0100 50.300 0.0300 50.400 0.0500 50.500 0.0800 50.600 0.1300 50.700 0.1700 50.800 0.2100 50.900 0.2800 51.000 0.3500 51.100 0.4200 51.200 0.4800 51.300 0.5300 51.400 0.5900 51.500 0.6400 51.600 0.7000 51.700 0.7700 51.800 0.8200 51.900 0.8900 52.000 0.9700 52.100 1.0500 52.200 1.1200 52.300 1.1800 52.400 1.2400 52.500 1.3200 52.600 1.4000 52.700 1.4400 52.800 1.4800 52.900 1.5000 53.000 1.5300 53.100 1.5500 53.200 1.5900 53.300 1.6300 53.400 1.6800 53.500 1.7200 53.600 1.7700 53.700 1.8200 53.800 1.8900 53.900 1.9300 54.000 1.9900 54.100 2.0200 54.200 2.0600 54.300 2.1000 54.400 2.1400 54.500 2.1900 54.600 2.2300 54.700 2.2700 54.800 2.3000 54.900 2.3300 55.000 2.3700 55.100 2.4100 55.200 2.4500 55.300 2.5000 55.400 2.5400 55.500 2.5800 55.600 2.6200 55.700 2.6600 55.800 2.7100 55.900 2.7600 56.000 2.8100 56.100 2.8600 56.200 2.9200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 623 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.300 2.9900 56.400 3.0500 56.500 3.1100 56.600 3.1600 56.700 3.2100 56.800 3.2700 56.900 3.3200 57.000 3.3800 57.100 3.4300 57.200 3.5000 57.300 3.5600 57.400 3.6400 57.500 3.7300 57.600 3.8000 57.700 3.8700 57.800 3.9500 57.900 4.0700 58.000 4.1800 58.100 4.3300 58.200 4.4700 58.300 4.6000 58.400 4.7300 58.500 4.8400 58.600 4.9200 58.700 4.9900 58.800 5.0600 58.900 5.1300 59.000 5.1900 59.100 5.2500 59.200 5.3200 59.300 5.4300 59.400 5.4900 59.500 5.5700 59.600 5.6800 59.700 5.7600 59.800 5.8400 59.900 5.9200 60.000 6.0000 60.100 6.0500 60.200 6.1000 60.300 6.1200 60.400 6.1500 60.500 6.1800 60.600 6.2100 60.700 6.2400 60.800 6.2700 60.900 6.2900 61.000 6.3000 61.100 6.3100 61.200 6.3200 61.300 6.3300 61.400 6.3400 61.500 6.3500 61.600 6.3600 61.700 6.3700 61.800 6.3800 61.900 6.3900 62.000 6.4000 62.100 6.4000 62.200 6.4100 62.300 6.4200 62.400 6.4300 62.500 6.4300 62.600 6.4400 62.700 6.4500 62.800 6.4500 62.900 6.4600 63.100 6.4600 63.200 6.4700 63.400 6.4700 63.500 6.4800 63.800 6.4800 63.900 6.4900 66.100 6.4900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 624 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA3520 Base Flow(cfs): 0.000 Init Stage(ft): 45.660 Group: A Warn Stage(ft): 53.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.560 0.0100 49.400 0.0100 49.500 0.0100 50.000 0.0100 50.100 0.0100 50.600 0.0100 50.700 0.0200 50.800 0.0300 50.900 0.0400 51.000 0.0600 51.100 0.0800 51.200 0.1000 51.300 0.1200 51.400 0.1500 51.500 0.1700 51.600 0.2000 51.700 0.2300 51.800 0.2600 51.900 0.2900 52.000 0.3200 52.100 0.3500 52.200 0.3700 52.300 0.3900 52.400 0.4100 53.200 0.4100 ------------------------------------------------------------------------------------------ Name: NA3530 Base Flow(cfs): 0.000 Init Stage(ft): 49.200 Group: A Warn Stage(ft): 56.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.200 0.0100 49.300 0.0100 49.400 0.0100 49.800 0.0100 49.900 0.0200 50.200 0.0200 50.300 0.0300 50.900 0.0300 51.000 0.0400 51.300 0.0400 51.400 0.0500 51.700 0.0500 51.800 0.0600 52.000 0.0600 52.100 0.0700 52.200 0.0900 52.300 0.1300 52.400 0.1700 52.500 0.2200 52.600 0.2800 52.700 0.3400 52.800 0.3900 52.900 0.4100 53.000 0.4200 53.100 0.4300 53.200 0.4400 53.400 0.4400 53.500 0.4500 53.900 0.4500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 625 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.000 0.4600 54.900 0.4600 55.000 0.4700 55.200 0.4700 55.300 0.4800 55.400 0.4900 55.500 0.4900 55.600 0.5000 56.000 0.5000 ------------------------------------------------------------------------------------------ Name: NA3540 Base Flow(cfs): 0.000 Init Stage(ft): 47.700 Group: A Warn Stage(ft): 52.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.700 0.0100 47.800 0.0100 47.900 0.0100 48.000 0.0200 48.200 0.0200 48.300 0.0300 49.000 0.0300 49.100 0.0400 49.500 0.0400 49.600 0.0500 49.800 0.0500 49.900 0.0600 50.200 0.0600 50.300 0.0700 50.400 0.0700 50.500 0.0800 50.600 0.0800 50.700 0.0900 50.800 0.0900 50.900 0.1000 51.000 0.1000 51.100 0.1100 51.200 0.1300 51.300 0.1400 51.400 0.1500 51.500 0.1600 51.600 0.1700 51.700 0.1900 51.800 0.2000 51.900 0.2100 52.000 0.2300 52.100 0.2500 52.200 0.2700 52.300 0.2800 52.400 0.3100 52.500 0.3200 52.600 0.3400 52.700 0.3500 52.800 0.3500 ------------------------------------------------------------------------------------------ Name: NA3550 Base Flow(cfs): 0.000 Init Stage(ft): 47.000 Group: A Warn Stage(ft): 53.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.130 0.0100 48.600 0.0100 48.700 0.0100 49.800 0.0100 49.900 0.0100 50.100 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 626 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 50.200 0.0200 51.000 0.0200 51.100 0.0400 51.200 0.0600 51.300 0.0900 51.400 0.1300 51.500 0.2000 51.600 0.2600 51.700 0.3200 51.800 0.3800 51.900 0.4300 52.000 0.4800 52.100 0.5400 52.200 0.5900 52.300 0.6400 52.400 0.6900 52.500 0.7400 52.600 0.7900 52.700 0.8300 52.800 0.8700 52.900 0.9100 53.000 0.9700 53.100 1.0100 53.200 1.0400 53.300 1.0600 53.400 1.0700 53.500 1.0800 53.600 1.0900 53.700 1.0900 53.800 1.1000 ------------------------------------------------------------------------------------------ Name: NA3560 Base Flow(cfs): 0.000 Init Stage(ft): 48.840 Group: A Warn Stage(ft): 55.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.110 0.0100 49.000 0.0100 49.100 0.0100 49.500 0.0100 49.600 0.0100 50.100 0.0100 50.200 0.0200 50.900 0.0200 51.000 0.0300 51.500 0.0300 51.600 0.0400 51.800 0.0400 51.900 0.0500 52.000 0.0600 52.100 0.0700 52.200 0.0800 52.300 0.1000 52.400 0.1200 52.500 0.1400 52.600 0.1700 52.700 0.1800 52.800 0.2000 52.900 0.2100 53.000 0.2200 53.100 0.2300 53.200 0.2400 53.300 0.2500 53.400 0.2600 53.800 0.2600 53.900 0.2700 54.300 0.2700 54.400 0.2800 54.700 0.2800 54.800 0.2900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 627 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.900 0.2900 55.000 0.3000 55.100 0.3100 55.200 0.3200 55.300 0.3300 55.400 0.3500 55.600 0.3500 ------------------------------------------------------------------------------------------ Name: NA3570 Base Flow(cfs): 0.000 Init Stage(ft): 50.300 Group: A Warn Stage(ft): 56.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.200 0.0100 50.400 0.0100 50.500 0.0100 51.000 0.0100 51.100 0.0100 51.600 0.0100 51.700 0.0200 51.900 0.0200 52.000 0.0300 52.500 0.0300 52.600 0.0400 52.800 0.0400 52.900 0.0500 53.000 0.0600 53.100 0.0600 53.200 0.0700 53.300 0.0800 53.400 0.0900 53.500 0.1100 53.600 0.1200 53.700 0.1300 53.800 0.1300 53.900 0.1500 54.000 0.1600 54.100 0.1700 54.200 0.1900 54.300 0.2000 54.400 0.2200 54.500 0.2300 54.600 0.2500 54.700 0.2700 54.800 0.3000 54.900 0.3200 55.000 0.3700 55.100 0.4300 55.200 0.4700 55.300 0.5500 55.400 0.6100 55.500 0.6500 55.600 0.6600 55.700 0.6700 55.800 0.6800 55.900 0.6900 56.000 0.7000 56.100 0.7000 56.200 0.7100 56.300 0.7200 56.400 0.7200 ------------------------------------------------------------------------------------------ Name: NA3580 Base Flow(cfs): 0.000 Init Stage(ft): 52.390 Group: A Warn Stage(ft): 57.500 Type: Stage/Area Stage(ft) Area(ac) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 628 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- 52.290 0.0100 52.400 0.0100 52.500 0.0100 53.700 0.0100 53.800 0.0100 54.900 0.0100 55.000 0.0200 55.100 0.0300 55.200 0.0400 55.300 0.0500 55.400 0.0700 55.500 0.0900 55.600 0.1000 55.700 0.1200 55.800 0.1400 55.900 0.1600 56.000 0.1800 56.100 0.2000 56.200 0.2200 56.300 0.2400 56.400 0.2600 56.500 0.2800 56.600 0.3000 56.700 0.3100 56.800 0.3200 57.000 0.3200 57.100 0.3300 57.500 0.3300 ------------------------------------------------------------------------------------------ Name: NA3590 Base Flow(cfs): 0.000 Init Stage(ft): 53.050 Group: A Warn Stage(ft): 58.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 52.950 0.0100 53.300 0.0100 53.400 0.0100 54.600 0.0100 54.700 0.0100 55.600 0.0100 55.700 0.0200 55.800 0.0300 55.900 0.0400 56.000 0.0700 56.100 0.0900 56.200 0.1300 56.300 0.1900 56.400 0.2500 56.500 0.3200 56.600 0.4200 56.700 0.5100 56.800 0.5900 56.900 0.6700 57.000 0.7600 57.100 0.8700 57.200 0.9400 57.300 0.9900 57.400 1.0000 57.500 1.0200 57.600 1.0200 57.700 1.0300 57.800 1.0300 57.900 1.0400 58.000 1.0400 ------------------------------------------------------------------------------------------ Name: NA3600 Base Flow(cfs): 0.000 Init Stage(ft): 53.330 Group: A Warn Stage(ft): 61.400 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 629 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 53.230 0.0100 57.000 0.0100 57.100 0.0100 57.200 0.0100 57.300 0.0100 57.400 0.0200 57.500 0.0400 57.600 0.0600 57.700 0.0800 57.800 0.1000 57.900 0.1200 58.000 0.1400 58.100 0.1500 58.200 0.1700 58.300 0.1700 58.400 0.1800 58.600 0.1800 58.700 0.1900 59.100 0.1900 59.200 0.2000 59.900 0.2000 60.000 0.2100 60.400 0.2100 60.500 0.2200 61.000 0.2200 61.100 0.2300 61.400 0.2300 ------------------------------------------------------------------------------------------ Name: NA3610 Base Flow(cfs): 0.000 Init Stage(ft): 53.580 Group: A Warn Stage(ft): 60.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 53.480 0.0100 57.700 0.0100 57.800 0.0100 58.000 0.0100 58.100 0.0100 58.200 0.0100 58.300 0.0200 58.400 0.0300 58.500 0.0400 58.600 0.0500 58.700 0.0600 58.800 0.0700 58.900 0.0900 59.000 0.1000 59.100 0.1200 59.200 0.1300 59.300 0.1400 59.400 0.1600 59.500 0.1800 59.600 0.2100 59.700 0.2300 59.800 0.2400 59.900 0.2600 60.000 0.2800 60.100 0.3100 60.200 0.3200 60.300 0.3400 60.400 0.3600 60.500 0.3700 60.600 0.3800 60.900 0.3800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 630 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA3620 Base Flow(cfs): 0.000 Init Stage(ft): 53.620 Group: A Plunge Factor: 1.00 Warn Stage(ft): 63.620 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 53.620 0.1000 63.620 0.1000 ------------------------------------------------------------------------------------------ Name: NA3630 Base Flow(cfs): 0.000 Init Stage(ft): 53.850 Group: A Plunge Factor: 1.00 Warn Stage(ft): 63.500 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 53.750 0.0100 58.800 0.0100 58.900 0.0100 59.100 0.0100 59.200 0.0100 59.300 0.0300 59.400 0.0500 59.500 0.0900 59.600 0.1200 59.700 0.1600 59.800 0.2000 59.900 0.2600 60.000 0.3100 60.100 0.3800 60.200 0.4400 60.300 0.5000 60.400 0.5600 60.500 0.6100 60.600 0.6600 60.700 0.7000 60.800 0.7400 60.900 0.7700 61.000 0.8100 61.100 0.8500 61.200 0.8900 61.300 0.9400 61.400 0.9800 61.500 1.0100 61.600 1.0400 61.700 1.0700 61.800 1.1000 61.900 1.1300 62.000 1.1600 62.100 1.1800 62.200 1.2100 62.300 1.2400 62.400 1.2700 62.500 1.2900 62.600 1.3300 62.700 1.3700 62.800 1.4000 62.900 1.4300 63.000 1.4500 63.100 1.4600 63.200 1.4700 63.300 1.4800 63.400 1.4800 63.500 1.4900 ------------------------------------------------------------------------------------------ Name: NA3640 Base Flow(cfs): 0.000 Init Stage(ft): 55.420 Group: A Warn Stage(ft): 63.900 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 631 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 55.320 0.0100 62.300 0.0100 62.400 0.0100 62.700 0.0100 62.800 0.0100 62.900 0.0200 63.000 0.0300 63.100 0.0400 63.200 0.0500 63.300 0.0600 63.400 0.0800 63.500 0.1000 63.600 0.1100 63.700 0.1200 63.800 0.1300 63.900 0.1400 ------------------------------------------------------------------------------------------ Name: NA3650 Base Flow(cfs): 0.000 Init Stage(ft): 58.550 Group: A Plunge Factor: 1.00 Warn Stage(ft): 65.900 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 58.250 0.0100 62.900 0.0100 63.000 0.0100 63.100 0.0100 63.200 0.0100 63.300 0.0100 63.400 0.0200 63.500 0.0300 63.600 0.0500 63.700 0.0700 63.800 0.1000 63.900 0.1300 64.000 0.1500 64.100 0.1800 64.200 0.2000 64.300 0.2200 64.400 0.2400 64.500 0.2600 64.600 0.2900 64.700 0.3100 64.800 0.3400 64.900 0.3600 65.000 0.3700 65.100 0.3900 65.200 0.4000 65.300 0.4100 65.400 0.4200 65.500 0.4200 65.600 0.4300 65.800 0.4300 65.900 0.4400 ------------------------------------------------------------------------------------------ Name: NA3660 Base Flow(cfs): 0.000 Init Stage(ft): 59.510 Group: A Warn Stage(ft): 67.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 59.410 0.0100 63.900 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 632 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 64.000 0.0100 64.100 0.0100 64.200 0.0100 64.300 0.0300 64.400 0.0400 64.500 0.0600 64.600 0.0900 64.700 0.1100 64.800 0.1400 64.900 0.1500 65.000 0.1600 65.100 0.1900 65.200 0.2300 65.300 0.2800 65.400 0.3200 65.500 0.3800 65.600 0.4300 65.700 0.4900 65.800 0.5400 65.900 0.6300 66.000 0.7400 66.100 0.8600 66.200 0.9400 66.300 1.0400 66.400 1.1500 66.500 1.2300 66.600 1.3100 66.700 1.3500 66.800 1.4000 66.900 1.4600 67.000 1.5100 67.100 1.5300 67.200 1.5400 67.300 1.5500 67.400 1.5500 ------------------------------------------------------------------------------------------ Name: NA3670 Base Flow(cfs): 0.000 Init Stage(ft): 60.500 Group: A Warn Stage(ft): 67.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 59.960 0.0100 62.400 0.0100 62.500 0.0100 62.600 0.0100 62.700 0.0100 62.800 0.0200 62.900 0.0400 63.000 0.0600 63.100 0.1000 63.200 0.1400 63.300 0.1800 63.400 0.2200 63.500 0.2700 63.600 0.3000 63.700 0.3400 63.800 0.3900 63.900 0.4300 64.000 0.4700 64.100 0.5300 64.200 0.6000 64.300 0.6800 64.400 0.7900 64.500 0.8900 64.600 1.0100 64.700 1.1400 64.800 1.2300 64.900 1.3200 65.000 1.4500 65.100 1.5700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 633 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.200 1.6800 65.300 1.7800 65.400 1.8900 65.500 1.9900 65.600 2.0900 65.700 2.2300 65.800 2.3800 65.900 2.4900 66.000 2.5900 66.100 2.7000 66.200 2.7900 66.300 2.9300 66.400 3.1300 66.500 3.3300 66.600 3.5000 66.700 3.6200 66.800 3.7100 66.900 3.8000 67.000 3.8600 67.100 3.9000 67.200 3.9300 67.300 3.9500 67.400 3.9500 67.500 3.9600 67.600 3.9600 ------------------------------------------------------------------------------------------ Name: NA3680 Base Flow(cfs): 0.000 Init Stage(ft): 56.700 Group: A Warn Stage(ft): 61.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 56.700 0.0100 56.800 0.0100 56.900 0.0100 57.000 0.0200 57.100 0.0400 57.200 0.0400 57.300 0.0500 57.400 0.0600 57.500 0.0700 57.600 0.0700 57.700 0.0800 57.800 0.0800 57.900 0.0900 58.100 0.0900 58.200 0.1000 58.300 0.1000 58.400 0.1100 58.500 0.1200 58.600 0.1200 58.700 0.1300 58.800 0.1400 58.900 0.1500 59.000 0.1800 59.100 0.1900 59.200 0.2200 59.300 0.2600 59.400 0.2800 59.500 0.3100 59.600 0.3300 59.700 0.3300 59.800 0.3400 59.900 0.3500 60.000 0.3600 60.100 0.3800 60.200 0.4100 60.300 0.4500 60.400 0.5000 60.500 0.5900 60.600 0.7100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 634 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.700 0.8400 60.800 0.9900 60.900 1.0800 61.000 1.1800 61.100 1.3100 61.200 1.4900 61.300 1.5800 61.400 1.6300 61.500 1.6600 61.600 1.6700 61.700 1.6800 61.800 1.6800 ------------------------------------------------------------------------------------------ Name: NA3690 Base Flow(cfs): 0.000 Init Stage(ft): 59.200 Group: A Warn Stage(ft): 62.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 59.200 0.0100 59.600 0.0100 59.700 0.0100 59.800 0.0200 59.900 0.0200 60.000 0.0300 60.100 0.0400 60.200 0.0500 60.300 0.0700 60.400 0.0900 60.500 0.1100 60.600 0.1300 60.700 0.1600 60.800 0.1800 60.900 0.2000 61.000 0.2200 61.100 0.2400 61.200 0.2500 61.300 0.2900 61.400 0.3400 61.500 0.3900 61.600 0.4300 61.700 0.4800 61.800 0.5600 61.900 0.6000 62.000 0.6100 62.200 0.6100 62.300 0.6200 62.700 0.6200 ------------------------------------------------------------------------------------------ Name: NA3700 Base Flow(cfs): 0.000 Init Stage(ft): 59.800 Group: A Warn Stage(ft): 64.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 59.800 0.0100 59.900 0.0100 60.000 0.0100 60.300 0.0100 60.400 0.0200 60.500 0.0400 60.600 0.0600 60.700 0.0700 60.800 0.0800 60.900 0.0900 61.000 0.1000 61.100 0.1100 61.200 0.1200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 635 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.300 0.1400 61.400 0.1500 61.500 0.1600 61.600 0.1700 61.700 0.1700 61.800 0.1800 61.900 0.2000 62.000 0.2100 62.100 0.2300 62.200 0.2500 62.300 0.2900 62.400 0.3200 62.500 0.3800 62.600 0.4400 62.700 0.5100 62.800 0.5900 62.900 0.6700 63.000 0.7700 63.100 0.8700 63.200 0.9500 63.300 1.0300 63.400 1.1200 63.500 1.2000 63.600 1.2900 63.700 1.3500 63.800 1.3900 63.900 1.4100 64.000 1.4200 64.300 1.4200 ------------------------------------------------------------------------------------------ Name: NA3710 Base Flow(cfs): 0.000 Init Stage(ft): 58.930 Group: A Warn Stage(ft): 66.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 58.830 0.0100 61.800 0.0100 61.900 0.0100 62.100 0.0100 62.200 0.0100 62.300 0.0300 62.400 0.0600 62.500 0.1000 62.600 0.1600 62.700 0.2300 62.800 0.3100 62.900 0.3900 63.000 0.4800 63.100 0.5800 63.200 0.7100 63.300 0.8200 63.400 0.9600 63.500 1.1100 63.600 1.2700 63.700 1.4600 63.800 1.6900 63.900 1.9800 64.000 2.2600 64.100 2.5200 64.200 2.7900 64.300 3.0400 64.400 3.2400 64.500 3.4200 64.600 3.6000 64.700 3.7600 64.800 3.9200 64.900 4.0400 65.000 4.1700 65.100 4.3200 65.200 4.4400 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 636 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.300 4.5300 65.400 4.6100 65.500 4.6900 65.600 4.7800 65.700 4.8900 65.800 4.9900 65.900 5.0400 66.000 5.0700 66.100 5.1000 66.200 5.1100 66.300 5.1200 66.400 5.1300 66.500 5.1400 66.600 5.1500 66.700 5.1600 66.900 5.1600 ------------------------------------------------------------------------------------------ Name: NA3720 Base Flow(cfs): 0.000 Init Stage(ft): 47.940 Group: A Warn Stage(ft): 56.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.400 0.0100 49.700 0.0100 49.800 0.0100 50.100 0.0100 50.200 0.0200 50.300 0.0200 50.400 0.0300 50.500 0.0400 50.600 0.0500 50.700 0.0500 50.800 0.0600 50.900 0.0600 51.000 0.0700 51.100 0.0700 51.200 0.0800 51.300 0.0900 51.400 0.0900 51.500 0.1000 51.600 0.1000 51.700 0.1100 51.800 0.1200 51.900 0.1300 52.000 0.1400 52.100 0.1600 52.200 0.1700 52.300 0.1800 52.400 0.2000 52.500 0.2100 52.600 0.2300 52.700 0.2400 52.800 0.2500 52.900 0.2700 53.000 0.2800 53.100 0.2900 53.200 0.3000 53.300 0.3100 53.400 0.3200 53.500 0.3200 53.600 0.3300 53.700 0.3400 53.800 0.3400 53.900 0.3500 54.000 0.3500 54.100 0.3600 54.200 0.3900 54.300 0.4400 54.400 0.5100 54.500 0.6200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 637 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 54.600 0.7200 54.700 0.8300 54.800 0.9500 54.900 1.0600 55.000 1.1900 55.100 1.3400 55.200 1.5300 55.300 1.7500 55.400 1.9800 55.500 2.1800 55.600 2.3200 55.700 2.4400 55.800 2.5500 55.900 2.6900 56.000 2.8000 56.100 2.9200 56.200 3.0300 56.300 3.1800 56.400 3.2900 56.500 3.3300 56.700 3.3300 ------------------------------------------------------------------------------------------ Name: NA3730 Base Flow(cfs): 0.000 Init Stage(ft): 52.500 Group: A Warn Stage(ft): 60.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 51.600 0.0100 51.700 0.0100 51.800 0.0100 51.900 0.0200 52.000 0.0300 52.100 0.0400 52.200 0.0400 52.300 0.0500 52.400 0.0500 52.500 0.0600 52.600 0.0600 52.700 0.0700 53.000 0.0700 53.100 0.0800 53.200 0.0800 53.300 0.0900 53.400 0.1000 53.500 0.1100 53.600 0.1200 53.700 0.1300 53.800 0.1500 53.900 0.1700 54.000 0.1900 54.100 0.2200 54.200 0.2400 54.300 0.2600 54.400 0.2900 54.500 0.3100 54.600 0.3400 54.700 0.3700 54.800 0.4100 54.900 0.4500 55.000 0.4900 55.100 0.5300 55.200 0.5800 55.300 0.6400 55.400 0.7000 55.500 0.7600 55.600 0.8300 55.700 0.9300 55.800 1.0300 55.900 1.1400 56.000 1.2700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 638 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.100 1.4000 56.200 1.5700 56.300 1.7400 56.400 1.9100 56.500 2.0500 56.600 2.1800 56.700 2.3100 56.800 2.4100 56.900 2.5100 57.000 2.5900 57.100 2.6700 57.200 2.7400 57.300 2.7900 57.400 2.8200 57.500 2.8400 57.600 2.8600 57.700 2.8700 57.800 2.8800 57.900 2.8900 58.000 2.8900 58.100 2.9000 58.300 2.9000 58.400 2.9100 58.800 2.9100 58.900 2.9200 59.100 2.9200 59.200 2.9300 59.400 2.9300 59.500 2.9400 59.600 2.9400 59.700 2.9500 59.900 2.9500 60.000 2.9600 60.200 2.9600 ------------------------------------------------------------------------------------------ Name: NA3740 Base Flow(cfs): 0.000 Init Stage(ft): 53.000 Group: A Warn Stage(ft): 61.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 53.000 0.0100 53.200 0.0100 53.300 0.0100 53.400 0.0200 53.500 0.0200 53.600 0.0300 53.700 0.0300 53.800 0.0400 53.900 0.0400 54.000 0.0500 54.100 0.0500 54.200 0.0600 54.300 0.0600 54.400 0.0700 54.500 0.0800 54.600 0.0800 54.700 0.0900 54.800 0.0900 54.900 0.1000 55.000 0.1100 55.100 0.1100 55.200 0.1200 55.300 0.1200 55.400 0.1300 55.500 0.1300 55.600 0.1400 55.700 0.1500 55.800 0.1600 55.900 0.1800 56.000 0.1900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 639 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.100 0.2200 56.200 0.2500 56.300 0.2900 56.400 0.3400 56.500 0.3800 56.600 0.4100 56.700 0.4600 56.800 0.4800 56.900 0.5000 57.000 0.5300 57.100 0.5500 57.200 0.5800 57.300 0.6100 57.400 0.6500 57.500 0.6800 57.600 0.7200 57.700 0.7600 57.800 0.8300 57.900 0.9200 58.000 1.0100 58.100 1.0600 58.200 1.1000 58.300 1.1500 58.400 1.2000 58.500 1.2600 58.600 1.3300 58.700 1.3900 58.800 1.4400 58.900 1.4700 59.000 1.5200 59.100 1.5500 59.200 1.5900 59.300 1.6200 59.400 1.6600 59.500 1.7100 59.600 1.7700 59.700 1.8700 59.800 2.0200 59.900 2.1700 60.000 2.4100 60.100 2.5200 60.200 2.6000 60.300 2.6700 60.400 2.7300 60.500 2.7700 60.600 2.7900 60.700 2.8000 60.800 2.8200 61.000 2.8200 ------------------------------------------------------------------------------------------ Name: NA3750 Base Flow(cfs): 0.000 Init Stage(ft): 53.500 Group: A Warn Stage(ft): 62.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.800 0.0100 50.000 0.0100 50.100 0.0100 50.600 0.0100 50.700 0.0200 51.000 0.0200 51.100 0.0300 51.600 0.0300 51.700 0.0400 52.100 0.0400 52.200 0.0500 52.600 0.0500 52.700 0.0600 53.200 0.0600 53.300 0.0700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 640 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.500 0.0700 53.600 0.0800 54.300 0.0800 54.400 0.0900 54.900 0.0900 55.000 0.1000 55.400 0.1000 55.500 0.1100 55.800 0.1100 55.900 0.1200 56.200 0.1200 56.300 0.1300 56.600 0.1300 56.700 0.1400 56.800 0.1500 56.900 0.1700 57.000 0.2100 57.100 0.2500 57.200 0.3000 57.300 0.3700 57.400 0.4800 57.500 0.6500 57.600 0.8700 57.700 1.1500 57.800 1.4200 57.900 1.7100 58.000 1.9400 58.100 2.1400 58.200 2.3500 58.300 2.5300 58.400 2.6400 58.500 2.7300 58.600 2.8300 58.700 2.9500 58.800 3.0700 58.900 3.1800 59.000 3.2700 59.100 3.3700 59.200 3.4700 59.300 3.5600 59.400 3.6300 59.500 3.6600 59.600 3.7000 59.700 3.7300 59.800 3.7700 59.900 3.8000 60.000 3.8400 60.100 3.8700 60.200 3.8800 60.400 3.8800 60.500 3.8900 60.900 3.8900 61.000 3.9000 61.200 3.9000 61.300 3.9100 61.400 3.9200 61.500 3.9300 61.800 3.9300 61.900 3.9400 62.200 3.9400 ------------------------------------------------------------------------------------------ Name: NA3760 Base Flow(cfs): 0.000 Init Stage(ft): 49.570 Group: A Warn Stage(ft): 62.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.470 0.0100 57.600 0.0100 57.700 0.0100 57.900 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 641 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.000 0.0100 58.100 0.0100 58.200 0.0200 58.300 0.0500 58.400 0.0700 58.500 0.1100 58.600 0.1500 58.700 0.1900 58.800 0.2400 58.900 0.2800 59.000 0.3300 59.100 0.3900 59.200 0.4500 59.300 0.4900 59.400 0.5600 59.500 0.6100 59.600 0.6600 59.700 0.7100 59.800 0.7300 59.900 0.7400 60.000 0.7600 60.100 0.7700 60.200 0.7800 60.300 0.7900 60.400 0.8100 60.500 0.8200 60.600 0.8300 60.700 0.8300 60.800 0.8400 60.900 0.8500 61.000 0.8500 61.100 0.8600 61.200 0.8700 61.300 0.8800 61.400 0.9000 61.500 0.9200 61.600 0.9400 61.700 0.9800 61.800 1.0200 61.900 1.0500 62.000 1.0500 62.100 1.0600 62.400 1.0600 ------------------------------------------------------------------------------------------ Name: NA3770 Base Flow(cfs): 0.000 Init Stage(ft): 50.380 Group: A Warn Stage(ft): 67.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.280 0.0100 59.000 0.0100 59.100 0.0100 59.200 0.0100 59.300 0.0100 59.400 0.0200 59.500 0.0200 59.600 0.0300 59.700 0.0400 59.800 0.0500 59.900 0.0600 60.100 0.0600 60.200 0.0700 60.300 0.0700 60.400 0.0800 60.500 0.0900 60.600 0.1100 60.700 0.1400 60.800 0.1800 60.900 0.2100 61.000 0.2500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 642 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.100 0.2900 61.200 0.3600 61.300 0.4200 61.400 0.4900 61.500 0.5500 61.600 0.6200 61.700 0.7000 61.800 0.7900 61.900 0.8900 62.000 1.0100 62.100 1.1400 62.200 1.3000 62.300 1.4800 62.400 1.6800 62.500 1.8500 62.600 2.0100 62.700 2.2000 62.800 2.3700 62.900 2.5400 63.000 2.7100 63.100 2.9300 63.200 3.2100 63.300 3.4900 63.400 3.7900 63.500 4.0600 63.600 4.3000 63.700 4.5000 63.800 4.6700 63.900 4.8500 64.000 5.0400 64.100 5.2800 64.200 5.4700 64.300 5.6300 64.400 5.7900 64.500 5.9700 64.600 6.1600 64.700 6.3400 64.800 6.5200 64.900 6.6800 65.000 6.8400 65.100 7.0100 65.200 7.1700 65.300 7.3500 65.400 7.5400 65.500 7.7100 65.600 7.9100 65.700 8.1300 65.800 8.2900 65.900 8.4300 66.000 8.5400 66.100 8.6400 66.200 8.7400 66.300 8.8100 66.400 8.8700 66.500 8.8900 66.600 8.9100 66.700 8.9300 67.100 8.9300 67.200 8.9400 67.300 8.9400 ------------------------------------------------------------------------------------------ Name: NA3780 Base Flow(cfs): 0.000 Init Stage(ft): 50.610 Group: A Warn Stage(ft): 62.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.510 0.0100 59.000 0.0100 59.100 0.0100 59.300 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 643 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.400 0.0100 59.500 0.0300 59.600 0.0500 59.700 0.0800 59.800 0.1100 59.900 0.1600 60.000 0.2100 60.100 0.2700 60.200 0.3300 60.300 0.4000 60.400 0.4700 60.500 0.5300 60.600 0.5600 60.700 0.5900 60.800 0.6000 60.900 0.6100 61.000 0.6200 61.100 0.6300 61.200 0.6400 61.300 0.6500 61.400 0.6600 61.500 0.6700 61.600 0.6700 61.700 0.6800 61.800 0.7000 61.900 0.7200 62.000 0.7400 62.100 0.7800 62.200 0.8200 62.300 0.9000 62.400 0.9500 62.500 0.9600 62.600 0.9700 ------------------------------------------------------------------------------------------ Name: NA3790 Base Flow(cfs): 0.000 Init Stage(ft): 53.310 Group: A Warn Stage(ft): 62.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 53.210 0.0100 58.700 0.0100 58.800 0.0100 58.900 0.0100 59.000 0.0300 59.100 0.0700 59.200 0.1200 59.300 0.2000 59.400 0.2900 59.500 0.4000 59.600 0.5300 59.700 0.6600 59.800 0.8100 59.900 0.9100 60.000 1.0100 60.100 1.1100 60.200 1.2100 60.300 1.3000 60.400 1.3900 60.500 1.4600 60.600 1.5200 60.700 1.5800 60.800 1.6400 60.900 1.7200 61.000 1.8000 61.100 1.8900 61.200 1.9600 61.300 2.0300 61.400 2.0900 61.500 2.1500 61.600 2.1900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 644 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 61.700 2.2500 61.800 2.2900 61.900 2.3200 62.000 2.3500 62.100 2.3800 62.200 2.4000 62.300 2.4300 62.400 2.4600 62.500 2.5000 62.600 2.5400 62.700 2.5600 62.800 2.5700 62.900 2.5800 ------------------------------------------------------------------------------------------ Name: NA3800 Base Flow(cfs): 0.000 Init Stage(ft): 57.180 Group: A Warn Stage(ft): 66.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 57.080 0.0100 59.400 0.0100 59.500 0.0100 59.600 0.0100 59.700 0.0100 59.800 0.0100 59.900 0.0300 60.000 0.0500 60.100 0.0800 60.200 0.1500 60.300 0.2200 60.400 0.3100 60.500 0.3800 60.600 0.4700 60.700 0.5300 60.800 0.6000 60.900 0.6600 61.000 0.7300 61.100 0.8000 61.200 0.8700 61.300 0.9400 61.400 1.0400 61.500 1.1300 61.600 1.2200 61.700 1.3200 61.800 1.4400 61.900 1.5200 62.000 1.5900 62.100 1.6700 62.200 1.7600 62.300 1.8600 62.400 1.9800 62.500 2.1000 62.600 2.2000 62.700 2.2800 62.800 2.3600 62.900 2.4300 63.000 2.5000 63.100 2.5600 63.200 2.6600 63.300 2.7700 63.400 2.8800 63.500 2.9500 63.600 3.0300 63.700 3.0900 63.800 3.1600 63.900 3.2400 64.000 3.3200 64.100 3.4000 64.200 3.4800 64.300 3.5600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 645 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 64.400 3.6200 64.500 3.6900 64.600 3.7600 64.700 3.8400 64.800 3.9100 64.900 4.0200 65.000 4.1200 65.100 4.2200 65.200 4.3100 65.300 4.4000 65.400 4.4700 65.500 4.5300 65.600 4.6000 65.700 4.6600 65.800 4.7100 65.900 4.7500 66.000 4.7600 66.200 4.7600 ------------------------------------------------------------------------------------------ Name: NA3810 Base Flow(cfs): 0.000 Init Stage(ft): 58.400 Group: A Warn Stage(ft): 65.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.100 0.0100 55.400 0.0100 55.500 0.0100 55.600 0.0100 55.700 0.0200 55.800 0.0200 55.900 0.0300 56.000 0.0400 56.100 0.0500 56.300 0.0500 56.400 0.0600 56.500 0.0600 56.600 0.0700 56.700 0.0700 56.800 0.0800 57.000 0.0800 57.100 0.0900 57.300 0.0900 57.400 0.1000 57.800 0.1000 57.900 0.1100 58.100 0.1100 58.200 0.1200 58.300 0.1300 58.400 0.1300 58.500 0.1400 58.600 0.1400 58.700 0.1500 58.900 0.1500 59.000 0.1600 59.200 0.1600 59.300 0.1700 59.400 0.1800 59.600 0.1800 59.700 0.1900 59.800 0.1900 59.900 0.2000 60.000 0.2000 60.100 0.2100 60.200 0.2100 60.300 0.2200 60.400 0.2400 60.500 0.2500 60.600 0.2600 60.700 0.2900 60.800 0.3100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 646 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.900 0.3300 61.000 0.3600 61.100 0.3900 61.200 0.4300 61.300 0.4700 61.400 0.5200 61.500 0.5600 61.600 0.6000 61.700 0.6600 61.800 0.7000 61.900 0.7500 62.000 0.8100 62.100 0.8700 62.200 0.9300 62.300 1.0100 62.400 1.0600 62.500 1.1500 62.600 1.2500 62.700 1.3500 62.800 1.4600 62.900 1.5800 63.000 1.7100 63.100 1.8600 63.200 1.9900 63.300 2.1500 63.400 2.3200 63.500 2.5300 63.600 2.7900 63.700 3.1800 63.800 3.5700 63.900 3.8100 64.000 4.0500 64.100 4.2600 64.200 4.4000 64.300 4.5100 64.400 4.6300 64.500 4.7300 64.600 4.8200 64.700 4.8700 64.800 4.9200 64.900 4.9400 65.000 4.9500 65.100 4.9700 65.200 4.9700 ------------------------------------------------------------------------------------------ Name: NA3820 Base Flow(cfs): 0.000 Init Stage(ft): 57.700 Group: A Warn Stage(ft): 63.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 57.700 0.0100 58.300 0.0100 58.400 0.0100 58.500 0.0200 58.600 0.0400 58.700 0.0500 58.800 0.0600 58.900 0.0800 59.000 0.1000 59.100 0.1200 59.200 0.1300 59.300 0.1400 59.400 0.1500 59.500 0.1500 59.600 0.1600 59.700 0.1800 59.800 0.1800 59.900 0.1900 60.000 0.2000 60.100 0.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 647 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.200 0.2200 60.300 0.2300 60.400 0.2400 60.500 0.2400 60.600 0.2600 60.700 0.2700 60.800 0.2900 60.900 0.3100 61.000 0.3600 61.100 0.4100 61.200 0.4800 61.300 0.5500 61.400 0.6500 61.500 0.7500 61.600 0.8900 61.700 0.9900 61.800 1.0800 61.900 1.1200 62.000 1.1500 62.100 1.1900 62.200 1.2700 62.300 1.3300 62.400 1.3700 62.500 1.4000 62.600 1.4200 62.700 1.4300 62.800 1.4300 62.900 1.4400 63.100 1.4400 ------------------------------------------------------------------------------------------ Name: NA3830 Base Flow(cfs): 0.000 Init Stage(ft): 44.140 Group: A Warn Stage(ft): 59.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 39.160 0.0100 44.600 0.0100 44.700 0.0100 45.200 0.0100 45.300 0.0100 45.500 0.0100 45.600 0.0200 46.100 0.0200 46.200 0.0300 46.500 0.0300 46.600 0.0400 46.800 0.0400 46.900 0.0500 47.000 0.0600 47.100 0.0700 47.200 0.0900 47.300 0.1100 47.400 0.1300 47.500 0.1500 47.600 0.1800 47.700 0.2100 47.800 0.2400 47.900 0.2700 48.000 0.3000 48.100 0.3400 48.200 0.3800 48.300 0.4200 48.400 0.5000 48.500 0.5800 48.600 0.6700 48.700 0.7600 48.800 0.8600 48.900 0.9600 49.000 1.0600 49.100 1.1800 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 648 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.200 1.2700 49.300 1.3600 49.400 1.4700 49.500 1.5900 49.600 1.7200 49.700 1.8600 49.800 2.0000 49.900 2.1700 50.000 2.3500 50.100 2.5800 50.200 2.8900 50.300 3.1800 50.400 3.4400 50.500 3.6900 50.600 3.9700 50.700 4.2200 50.800 4.5300 50.900 4.7900 51.000 5.0300 51.100 5.2800 51.200 5.5600 51.300 5.8100 51.400 6.0500 51.500 6.2600 51.600 6.5200 51.700 6.7800 51.800 6.9800 51.900 7.1800 52.000 7.3600 52.100 7.5700 52.200 7.7900 52.300 7.9800 52.400 8.1400 52.500 8.2900 52.600 8.4800 52.700 8.6500 52.800 8.8300 52.900 9.0200 53.000 9.2300 53.100 9.4000 53.200 9.5800 53.300 9.7400 53.400 9.9200 53.500 10.1200 53.600 10.3000 53.700 10.4600 53.800 10.6400 53.900 10.8100 54.000 10.9800 54.100 11.1800 54.200 11.3500 54.300 11.5100 54.400 11.6500 54.500 11.7600 54.600 11.8800 54.700 12.0100 54.800 12.1300 54.900 12.2500 55.000 12.3900 55.100 12.5100 55.200 12.6400 55.300 12.7800 55.400 12.9400 55.500 13.0900 55.600 13.2700 55.700 13.4500 55.800 13.6000 55.900 13.7400 56.000 13.8500 56.100 13.9700 56.200 14.0900 56.300 14.2200 56.400 14.3900 56.500 14.5300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 649 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.600 14.6900 56.700 14.8900 56.800 15.0700 56.900 15.2600 57.000 15.4200 57.100 15.5900 57.200 15.8000 57.300 15.9900 57.400 16.2100 57.500 16.4400 57.600 16.6200 57.700 16.7600 57.800 16.8700 57.900 16.9500 58.000 17.0300 58.100 17.1000 58.200 17.1400 58.300 17.1800 58.400 17.2200 58.500 17.2400 58.600 17.2600 58.700 17.2700 58.800 17.2800 58.900 17.2900 59.000 17.2900 59.100 17.3000 59.400 17.3000 59.500 17.3100 59.600 17.3100 ------------------------------------------------------------------------------------------ Name: NA3840 Base Flow(cfs): 0.000 Init Stage(ft): 47.740 Group: A Warn Stage(ft): 61.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 47.640 0.0100 57.000 0.0100 57.100 0.0100 57.400 0.0100 57.500 0.0100 57.600 0.0100 57.700 0.0200 57.800 0.0400 57.900 0.0500 58.000 0.0800 58.100 0.1200 58.200 0.1500 58.300 0.2000 58.400 0.2800 58.500 0.3600 58.600 0.4200 58.700 0.4800 58.800 0.5300 58.900 0.5600 59.000 0.5800 59.100 0.6000 59.200 0.6200 59.300 0.6200 59.400 0.6300 59.500 0.6400 59.800 0.6400 59.900 0.6500 60.000 0.6500 60.100 0.6600 60.200 0.6600 60.300 0.6700 60.400 0.6800 60.500 0.7000 60.600 0.7200 60.700 0.7500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 650 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.800 0.7700 60.900 0.7900 61.000 0.8000 61.100 0.8000 61.200 0.8100 61.300 0.8200 61.500 0.8200 ------------------------------------------------------------------------------------------ Name: NA3850 Base Flow(cfs): 0.000 Init Stage(ft): 49.140 Group: A Warn Stage(ft): 62.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.040 0.0100 57.400 0.0100 57.500 0.0100 57.600 0.0100 57.700 0.0200 57.800 0.0400 57.900 0.0800 58.000 0.1400 58.100 0.1900 58.200 0.2300 58.300 0.2800 58.400 0.3100 58.500 0.3400 58.600 0.3600 58.700 0.3900 58.800 0.4100 58.900 0.4200 59.000 0.4400 59.100 0.4500 59.200 0.4700 59.300 0.4800 59.400 0.4900 59.500 0.5000 59.600 0.5200 59.700 0.5300 59.800 0.5400 59.900 0.5500 60.000 0.5600 60.100 0.5700 60.200 0.5800 60.300 0.5900 60.400 0.6000 60.500 0.6100 60.600 0.6100 60.700 0.6200 60.800 0.6300 60.900 0.6400 61.000 0.6400 61.100 0.6500 61.200 0.6600 61.300 0.6700 61.400 0.6800 61.500 0.6900 61.600 0.7000 61.700 0.7100 61.800 0.7100 61.900 0.7200 62.000 0.7300 62.100 0.7300 62.200 0.7400 62.300 0.7400 ------------------------------------------------------------------------------------------ Name: NA3860 Base Flow(cfs): 0.000 Init Stage(ft): 51.890 Group: A Warn Stage(ft): 67.700 Type: Stage/Area $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 651 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Stage(ft) Area(ac) --------------- --------------- 51.790 0.0100 61.200 0.0100 61.300 0.0100 61.700 0.0100 61.800 0.0100 62.000 0.0100 62.100 0.0200 62.200 0.0300 62.300 0.0400 62.400 0.0700 62.500 0.0900 62.600 0.1100 62.700 0.1300 62.800 0.1400 62.900 0.1600 63.000 0.1900 63.100 0.2000 63.200 0.2200 63.300 0.2400 63.400 0.2600 63.500 0.2700 63.600 0.3000 63.700 0.3100 63.800 0.3300 63.900 0.3600 64.000 0.3700 64.100 0.3900 64.200 0.4100 64.300 0.4300 64.400 0.4500 64.500 0.4700 64.600 0.4900 64.700 0.5200 64.800 0.5500 64.900 0.5700 65.000 0.6000 65.100 0.6200 65.200 0.6500 65.300 0.6800 65.400 0.7200 65.500 0.7500 65.600 0.7800 65.700 0.8100 65.800 0.8400 65.900 0.8800 66.000 0.9200 66.100 0.9500 66.200 0.9900 66.300 1.0300 66.400 1.0500 66.500 1.0600 66.600 1.0800 66.700 1.0900 66.800 1.1000 67.200 1.1000 67.300 1.1100 67.700 1.1100 ------------------------------------------------------------------------------------------ Name: NA3870 Base Flow(cfs): 0.000 Init Stage(ft): 53.950 Group: A Warn Stage(ft): 63.950 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 53.950 0.1000 63.950 0.1000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 652 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA3880 Base Flow(cfs): 0.000 Init Stage(ft): 55.600 Group: A Warn Stage(ft): 67.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.500 0.0100 55.600 4.8500 55.700 4.8600 55.800 4.8700 55.900 4.8800 56.000 4.8900 56.100 4.9100 56.200 4.9200 56.300 4.9300 56.400 4.9400 56.500 4.9600 56.600 4.9700 56.700 4.9800 56.800 4.9900 56.900 5.0100 57.000 5.0200 57.100 5.0200 57.200 5.0400 57.300 5.0600 57.400 5.0700 57.500 5.0900 57.600 5.1100 57.700 5.1300 57.800 5.1500 57.900 5.1800 58.000 5.2100 58.100 5.2500 58.200 5.2900 58.300 5.3400 58.400 5.3900 58.500 5.4300 58.600 5.4800 58.700 5.5200 58.800 5.5800 58.900 5.6300 59.000 5.7000 59.100 5.7500 59.200 5.8100 59.300 5.8600 59.400 5.9400 59.500 6.0100 59.600 6.0900 59.700 6.1800 59.800 6.2900 59.900 6.4100 60.000 6.5400 60.100 6.6700 60.200 6.8500 60.300 7.0400 60.400 7.2200 60.500 7.4500 60.600 7.7100 60.700 8.0000 60.800 8.3400 60.900 8.6700 61.000 9.0300 61.100 9.4200 61.200 9.8400 61.300 10.3000 61.400 10.7400 61.500 11.2000 61.600 11.7000 61.700 12.2000 61.800 12.6600 61.900 13.0500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 653 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 62.000 13.4200 62.100 13.7600 62.200 14.1800 62.300 14.5300 62.400 14.9400 62.500 15.4200 62.600 15.8500 62.700 16.2600 62.800 16.7000 62.900 17.2200 63.000 17.7500 63.100 18.3100 63.200 18.8800 63.300 19.3800 63.400 19.8500 63.500 20.3900 63.600 20.8800 63.700 21.3200 63.800 21.7900 63.900 22.2600 64.000 22.7900 64.100 23.3300 64.200 23.9100 64.300 24.4900 64.400 25.0800 64.500 25.6500 64.600 26.1600 64.700 26.6500 64.800 27.1000 64.900 27.6000 65.000 28.0200 65.100 28.4800 65.200 28.9000 65.300 29.3300 65.400 29.6900 65.500 30.0400 65.600 30.3400 65.700 30.6000 65.800 30.8300 65.900 31.0500 66.000 31.2200 66.100 31.3500 66.200 31.4300 66.300 31.4800 66.400 31.5000 66.500 31.5100 66.600 31.5400 66.700 31.5600 66.800 31.5700 66.900 31.5800 67.000 31.5800 67.100 31.5900 67.200 31.5900 67.300 31.5900 67.400 31.5900 67.500 31.5900 67.600 31.6000 ------------------------------------------------------------------------------------------ Name: NA3920 Base Flow(cfs): 0.000 Init Stage(ft): 48.540 Group: A Warn Stage(ft): 66.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.440 0.0100 58.200 0.0100 58.300 0.0100 58.400 0.0100 58.500 0.0100 58.600 0.0100 58.700 0.0200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 654 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.800 0.0200 58.900 0.0300 59.000 0.0400 59.100 0.0500 59.200 0.0600 59.300 0.0700 59.400 0.0800 59.500 0.0900 59.600 0.1100 59.700 0.1200 59.800 0.1400 59.900 0.1700 60.000 0.2100 60.100 0.2400 60.200 0.2700 60.300 0.3100 60.400 0.3500 60.500 0.4000 60.600 0.4600 60.700 0.5300 60.800 0.6200 60.900 0.7100 61.000 0.8100 61.100 0.8700 61.200 0.9300 61.300 1.0100 61.400 1.0900 61.500 1.1600 61.600 1.2300 61.700 1.3000 61.800 1.3700 61.900 1.4200 62.000 1.4900 62.100 1.5700 62.200 1.6500 62.300 1.7200 62.400 1.8000 62.500 1.8600 62.600 1.9300 62.700 1.9900 62.800 2.0700 62.900 2.1700 63.000 2.2500 63.100 2.3400 63.200 2.4100 63.300 2.4900 63.400 2.5700 63.500 2.6400 63.600 2.7200 63.700 2.8000 63.800 2.9000 63.900 2.9900 64.000 3.0900 64.100 3.1800 64.200 3.2900 64.300 3.3600 64.400 3.4300 64.500 3.5500 64.600 3.6500 64.700 3.7500 64.800 3.8700 64.900 3.9700 65.000 4.0900 65.100 4.2000 65.200 4.3200 65.300 4.4200 65.400 4.5100 65.500 4.5800 65.600 4.6200 65.700 4.6400 65.800 4.6600 65.900 4.6800 66.000 4.6900 66.100 4.7000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 655 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 66.200 4.7100 66.300 4.7200 66.800 4.7200 ------------------------------------------------------------------------------------------ Name: NA3930 Base Flow(cfs): 0.000 Init Stage(ft): 49.140 Group: A Warn Stage(ft): 67.100 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.040 0.0100 56.300 0.0100 56.400 0.0100 56.500 0.0100 56.600 0.0100 56.700 0.0400 56.800 0.0800 56.900 0.1600 57.000 0.2500 57.100 0.3400 57.200 0.4400 57.300 0.5300 57.400 0.6400 57.500 0.7400 57.600 0.8200 57.700 0.9100 57.800 1.0100 57.900 1.0900 58.000 1.1700 58.100 1.2600 58.200 1.3400 58.300 1.4300 58.400 1.5400 58.500 1.6400 58.600 1.7400 58.700 1.8400 58.800 1.9300 58.900 2.0400 59.000 2.1400 59.100 2.2400 59.200 2.3500 59.300 2.4800 59.400 2.5900 59.500 2.7200 59.600 2.8600 59.700 3.0300 59.800 3.1900 59.900 3.3400 60.000 3.5100 60.100 3.7100 60.200 3.8900 60.300 4.1200 60.400 4.3800 60.500 4.6200 60.600 4.8200 60.700 5.0500 60.800 5.2700 60.900 5.4700 61.000 5.6700 61.100 5.8500 61.200 6.0200 61.300 6.2300 61.400 6.4500 61.500 6.6400 61.600 6.8100 61.700 6.9800 61.800 7.2100 61.900 7.4100 62.000 7.6200 62.100 7.8500 62.200 8.0700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 656 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 62.300 8.2800 62.400 8.4600 62.500 8.6600 62.600 8.8400 62.700 9.0700 62.800 9.3100 62.900 9.5500 63.000 9.7500 63.100 9.9700 63.200 10.1700 63.300 10.3600 63.400 10.5500 63.500 10.7800 63.600 11.0500 63.700 11.4000 63.800 11.7400 63.900 12.0900 64.000 12.3900 64.100 12.7000 64.200 13.0100 64.300 13.3700 64.400 13.7600 64.500 14.1900 64.600 14.6700 64.700 15.1300 64.800 15.6000 64.900 16.0400 65.000 16.4500 65.100 16.8200 65.200 17.1400 65.300 17.3800 65.400 17.6100 65.500 17.7900 65.600 17.9300 65.700 18.0400 65.800 18.1400 65.900 18.2000 66.000 18.2500 66.100 18.2900 66.200 18.3200 66.300 18.3500 66.400 18.3600 66.500 18.3700 66.600 18.3800 66.700 18.3900 67.100 18.3900 ------------------------------------------------------------------------------------------ Name: NA3940 Base Flow(cfs): 0.000 Init Stage(ft): 51.200 Group: A Warn Stage(ft): 58.300 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.000 0.0100 48.100 0.0100 48.200 0.0100 48.300 0.0200 48.400 0.0500 48.500 0.0800 48.600 0.1200 48.700 0.1600 48.800 0.1900 48.900 0.2200 49.000 0.2600 49.100 0.3000 49.200 0.3300 49.300 0.3500 49.400 0.3900 49.500 0.4200 49.600 0.4500 49.700 0.4700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 657 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.800 0.4900 49.900 0.5000 50.000 0.5200 50.100 0.5300 50.200 0.5500 50.300 0.5600 50.400 0.5700 50.500 0.5800 50.600 0.5900 50.700 0.6000 50.800 0.6000 50.900 0.6200 51.000 0.6300 51.100 0.6400 51.200 0.6500 51.300 0.6600 51.400 0.6800 51.500 0.7200 51.600 0.7700 51.700 0.8300 51.800 0.9000 51.900 0.9900 52.000 1.1000 52.100 1.2300 52.200 1.3400 52.300 1.4400 52.400 1.5400 52.500 1.6500 52.600 1.7800 52.700 1.9000 52.800 1.9900 52.900 2.0500 53.000 2.1100 53.100 2.1500 53.200 2.2000 53.300 2.2300 53.400 2.2600 53.500 2.2900 53.600 2.3300 53.700 2.3600 53.800 2.3800 53.900 2.4100 54.000 2.4400 54.100 2.4700 54.200 2.4900 54.300 2.5200 54.400 2.5500 54.500 2.5800 54.600 2.6100 54.700 2.6400 54.800 2.6800 54.900 2.7000 55.000 2.7300 55.100 2.7600 55.200 2.8000 55.300 2.8400 55.400 2.8800 55.500 2.9100 55.600 2.9500 55.700 3.0000 55.800 3.0500 55.900 3.1100 56.000 3.1700 56.100 3.2300 56.200 3.3000 56.300 3.3800 56.400 3.4700 56.500 3.5800 56.600 3.6900 56.700 3.7900 56.800 3.9000 56.900 4.0700 57.000 4.3500 57.100 4.4100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 658 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 57.200 4.4400 57.300 4.4600 57.400 4.4700 57.500 4.4800 57.600 4.4900 57.700 4.5000 57.800 4.5000 57.900 4.5100 58.300 4.5100 ------------------------------------------------------------------------------------------ Name: NA3950 Base Flow(cfs): 0.000 Init Stage(ft): 48.800 Group: A Warn Stage(ft): 56.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 48.700 0.0100 50.600 0.0100 50.700 0.0100 50.800 0.0100 50.900 0.0400 51.000 0.1000 51.100 0.1600 51.200 0.2600 51.300 0.4000 51.400 0.6700 51.500 0.9300 51.600 1.1000 51.700 1.2400 51.800 1.3800 51.900 1.5800 52.000 1.7800 52.100 1.9300 52.200 2.0800 52.300 2.2100 52.400 2.3500 52.500 2.4600 52.600 2.5500 52.700 2.6500 52.800 2.7300 52.900 2.8200 53.000 2.8800 53.100 2.9300 53.200 3.0100 53.300 3.0900 53.400 3.2000 53.500 3.3200 53.600 3.4400 53.700 3.5700 53.800 3.7000 53.900 3.8200 54.000 3.9300 54.100 4.0000 54.200 4.0900 54.300 4.1400 54.400 4.1700 54.500 4.2000 54.600 4.2400 54.700 4.2800 54.800 4.3200 54.900 4.3800 55.000 4.4600 55.100 4.5000 55.200 4.5200 55.300 4.5400 55.400 4.5700 55.500 4.6100 55.600 4.6500 55.700 4.6800 55.800 4.7100 55.900 4.7300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 659 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.000 4.7400 56.100 4.7500 56.200 4.7600 56.400 4.7600 56.500 4.7700 56.600 4.7700 ------------------------------------------------------------------------------------------ Name: NA3960 Base Flow(cfs): 0.000 Init Stage(ft): 45.900 Group: A Warn Stage(ft): 57.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.350 0.0100 51.900 0.0100 52.000 0.0100 53.100 0.0100 53.200 0.0100 53.300 0.0200 53.400 0.0300 53.500 0.0700 53.600 0.1200 53.700 0.1800 53.800 0.2300 53.900 0.3000 54.000 0.3700 54.100 0.4200 54.200 0.5000 54.300 0.5700 54.400 0.6400 54.500 0.7100 54.600 0.7900 54.700 0.8800 54.800 0.9600 54.900 1.0500 55.000 1.1300 55.100 1.2100 55.200 1.3200 55.300 1.4300 55.400 1.5400 55.500 1.6300 55.600 1.7100 55.700 1.8000 55.800 1.9000 55.900 2.0100 56.000 2.1000 56.100 2.1800 56.200 2.2500 56.300 2.3200 56.400 2.3600 56.500 2.4100 56.600 2.4300 56.700 2.4500 56.800 2.4800 56.900 2.5000 57.000 2.5300 57.100 2.5500 57.200 2.5600 57.300 2.5800 57.700 2.5800 ------------------------------------------------------------------------------------------ Name: NA3970 Base Flow(cfs): 0.000 Init Stage(ft): 49.210 Group: A Plunge Factor: 1.00 Warn Stage(ft): 59.210 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 49.210 0.1000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 660 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.210 0.1000 ------------------------------------------------------------------------------------------ Name: NA3980 Base Flow(cfs): 0.000 Init Stage(ft): 49.310 Group: A Warn Stage(ft): 59.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.210 0.0100 55.100 0.0100 55.200 0.0100 55.300 0.0100 55.400 0.0100 55.500 0.0300 55.600 0.0700 55.700 0.1100 55.800 0.1500 55.900 0.2000 56.000 0.2400 56.100 0.2900 56.200 0.3200 56.300 0.3400 56.400 0.3700 56.500 0.3900 56.600 0.4100 56.700 0.4300 56.800 0.4500 56.900 0.4700 57.000 0.4800 57.100 0.5000 57.200 0.5200 57.300 0.5400 57.400 0.5600 57.500 0.5900 57.600 0.6200 57.700 0.6400 57.800 0.6600 57.900 0.6700 58.000 0.6800 58.100 0.7000 58.200 0.7100 58.300 0.7200 58.400 0.7400 58.500 0.7500 58.600 0.7600 58.700 0.7600 58.800 0.7700 58.900 0.7800 59.000 0.7800 ------------------------------------------------------------------------------------------ Name: NA3990 Base Flow(cfs): 0.000 Init Stage(ft): 51.230 Group: A Warn Stage(ft): 59.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 51.130 0.0100 57.400 0.0100 57.500 0.0100 57.600 0.0100 57.700 0.0200 57.800 0.0300 57.900 0.0500 58.000 0.0700 58.100 0.0900 58.200 0.1200 58.300 0.1400 58.400 0.1700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 661 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.500 0.2000 58.600 0.2300 58.700 0.2600 58.800 0.2800 58.900 0.3000 59.000 0.3300 59.100 0.3500 59.200 0.3700 59.300 0.3900 59.400 0.4100 59.500 0.4200 59.600 0.4300 59.700 0.4300 ------------------------------------------------------------------------------------------ Name: NA4000 Base Flow(cfs): 0.000 Init Stage(ft): 54.840 Group: A Warn Stage(ft): 59.800 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 52.160 0.0100 53.600 0.0100 53.700 0.0100 54.500 0.0100 54.600 0.0100 54.900 0.0100 55.000 0.0200 55.300 0.0200 55.400 0.0300 55.600 0.0300 55.700 0.0400 55.800 0.0400 55.900 0.0500 56.300 0.0500 56.400 0.0600 56.800 0.0600 56.900 0.0700 57.200 0.0700 57.300 0.0800 57.800 0.0800 57.900 0.0900 58.000 0.1000 58.200 0.1000 58.300 0.1100 58.500 0.1100 58.600 0.1200 58.700 0.1400 58.800 0.1600 58.900 0.1800 59.000 0.1900 59.100 0.2000 59.200 0.2200 59.300 0.2300 59.400 0.2400 59.600 0.2400 59.700 0.2500 59.800 0.2500 ------------------------------------------------------------------------------------------ Name: NA4010 Base Flow(cfs): 0.000 Init Stage(ft): 54.840 Group: A Warn Stage(ft): 63.900 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 52.310 0.0100 53.500 0.0100 53.600 0.0100 53.700 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 662 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.800 0.0100 53.900 0.0200 54.000 0.0300 54.200 0.0300 54.300 0.0400 54.400 0.0400 54.500 0.0500 54.800 0.0500 54.900 0.0600 55.200 0.0600 55.300 0.0700 55.700 0.0700 55.800 0.0800 56.100 0.0800 56.200 0.0900 56.400 0.0900 56.500 0.1000 56.900 0.1000 57.000 0.1100 57.100 0.1100 57.200 0.1200 57.500 0.1200 57.600 0.1300 57.800 0.1300 57.900 0.1400 58.100 0.1400 58.200 0.1500 58.300 0.1500 58.400 0.1700 58.500 0.1900 58.600 0.2300 58.700 0.2800 58.800 0.3400 58.900 0.4400 59.000 0.5600 59.100 0.7000 59.200 0.8200 59.300 0.9200 59.400 1.0200 59.500 1.1100 59.600 1.2000 59.700 1.2900 59.800 1.3800 59.900 1.4700 60.000 1.5500 60.100 1.6200 60.200 1.6700 60.300 1.7300 60.400 1.8100 60.500 1.8900 60.600 1.9600 60.700 2.0300 60.800 2.0800 60.900 2.1300 61.000 2.1700 61.100 2.2300 61.200 2.2800 61.300 2.3300 61.400 2.3700 61.500 2.4100 61.600 2.4600 61.700 2.5000 61.800 2.5400 61.900 2.5800 62.000 2.6300 62.100 2.6700 62.200 2.7000 62.300 2.7400 62.400 2.7800 62.500 2.8100 62.600 2.8500 62.700 2.9000 62.800 2.9400 62.900 2.9700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 663 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 63.000 3.0000 63.100 3.0300 63.200 3.0500 63.300 3.0700 63.400 3.0900 63.500 3.1100 63.600 3.1200 63.700 3.1400 63.800 3.1500 63.900 3.1500 ------------------------------------------------------------------------------------------ Name: NA4020 Base Flow(cfs): 0.000 Init Stage(ft): 52.680 Group: A Warn Stage(ft): 60.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 52.580 0.0100 58.400 0.0100 58.500 0.0100 58.600 0.0100 58.700 0.0100 58.800 0.0100 58.900 0.0300 59.000 0.0500 59.100 0.0800 59.200 0.1200 59.300 0.1500 59.400 0.1800 59.500 0.2300 59.600 0.2600 59.700 0.3000 59.800 0.3300 59.900 0.3600 60.000 0.3800 60.100 0.4000 60.200 0.4200 60.300 0.4300 60.400 0.4400 60.600 0.4400 ------------------------------------------------------------------------------------------ Name: NA4030 Base Flow(cfs): 0.000 Init Stage(ft): 55.870 Group: A Warn Stage(ft): 64.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 55.500 0.0100 58.300 0.0100 58.400 0.0100 58.500 0.0100 58.600 0.0100 58.700 0.0300 58.800 0.0900 58.900 0.1400 59.000 0.2500 59.100 0.3800 59.200 0.4700 59.300 0.5600 59.400 0.6500 59.500 0.7700 59.600 0.8900 59.700 1.0100 59.800 1.1300 59.900 1.2700 60.000 1.4000 60.100 1.5300 60.200 1.6900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 664 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.300 1.8500 60.400 2.0400 60.500 2.2500 60.600 2.4600 60.700 2.6500 60.800 2.8600 60.900 3.1100 61.000 3.3800 61.100 3.6300 61.200 3.8900 61.300 4.1900 61.400 4.5000 61.500 4.8000 61.600 5.1100 61.700 5.4000 61.800 5.6500 61.900 5.9500 62.000 6.3000 62.100 6.6300 62.200 7.0100 62.300 7.4200 62.400 7.8500 62.500 8.1500 62.600 8.4700 62.700 8.8600 62.800 9.2100 62.900 9.6200 63.000 9.9700 63.100 10.3100 63.200 10.5800 63.300 10.7800 63.400 10.9500 63.500 11.1200 63.600 11.2500 63.700 11.3400 63.800 11.4000 63.900 11.4300 64.000 11.4500 64.100 11.4500 64.200 11.4600 64.600 11.4600 ------------------------------------------------------------------------------------------ Name: NA4040 Base Flow(cfs): 0.000 Init Stage(ft): 49.520 Group: A Plunge Factor: 1.00 Warn Stage(ft): 63.100 Type: Manhole, Flat Floor Stage(ft) Area(ac) --------------- --------------- 49.420 0.0100 56.100 0.0100 56.200 0.0100 56.300 0.0100 56.400 0.0200 56.500 0.0300 56.600 0.0400 56.700 0.0500 56.800 0.0700 56.900 0.0900 57.000 0.1100 57.100 0.1300 57.200 0.1500 57.300 0.1700 57.400 0.1900 57.500 0.2000 57.600 0.2300 57.700 0.2500 57.800 0.2700 57.900 0.2900 58.000 0.3200 58.100 0.3400 58.200 0.3600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 665 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.300 0.3800 58.400 0.4200 58.500 0.4600 58.600 0.5000 58.700 0.5500 58.800 0.5900 58.900 0.6400 59.000 0.7000 59.100 0.7600 59.200 0.8400 59.300 0.9300 59.400 1.0400 59.500 1.1100 59.600 1.2000 59.700 1.2900 59.800 1.3800 59.900 1.4600 60.000 1.5700 60.100 1.6600 60.200 1.7600 60.300 1.8700 60.400 1.9500 60.500 2.0500 60.600 2.1500 60.700 2.2600 60.800 2.3600 60.900 2.5000 61.000 2.6600 61.100 2.8300 61.200 2.9800 61.300 3.1800 61.400 3.3400 61.500 3.4700 61.600 3.5800 61.700 3.6800 61.800 3.7800 61.900 3.8800 62.000 3.9600 62.100 4.0500 62.200 4.1400 62.300 4.2300 62.400 4.3300 62.500 4.4400 62.600 4.5300 62.700 4.5900 62.800 4.6100 62.900 4.6300 63.100 4.6300 ------------------------------------------------------------------------------------------ Name: NA4050 Base Flow(cfs): 0.000 Init Stage(ft): 49.840 Group: A Warn Stage(ft): 60.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.740 0.0100 55.300 0.0100 55.400 0.0100 55.500 0.0100 55.600 0.0100 55.700 0.0200 55.800 0.0500 55.900 0.0700 56.000 0.0900 56.100 0.1000 56.200 0.1100 56.300 0.1100 56.400 0.1200 56.800 0.1200 56.900 0.1300 57.400 0.1300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 666 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 57.500 0.1400 57.900 0.1400 58.000 0.1500 58.400 0.1500 58.500 0.1600 58.600 0.1600 58.700 0.1700 58.800 0.1800 58.900 0.1900 59.000 0.2000 59.100 0.2200 59.200 0.2400 59.300 0.2500 59.400 0.2700 59.500 0.2900 59.600 0.2900 59.700 0.3000 60.000 0.3000 ------------------------------------------------------------------------------------------ Name: NA4060 Base Flow(cfs): 0.000 Init Stage(ft): 50.770 Group: A Warn Stage(ft): 60.200 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 50.430 0.0100 55.700 0.0100 55.800 0.0100 55.900 0.0100 56.000 0.0100 56.100 0.0100 56.200 0.0200 56.300 0.0300 56.400 0.0300 56.500 0.0400 56.600 0.0500 56.700 0.0500 56.800 0.0600 56.900 0.0700 57.000 0.0800 57.100 0.0900 57.200 0.1100 57.300 0.1200 57.400 0.1300 57.500 0.1400 57.600 0.1600 57.700 0.1800 57.800 0.2100 57.900 0.2300 58.000 0.2500 58.100 0.2800 58.200 0.3100 58.300 0.3400 58.400 0.3800 58.500 0.4200 58.600 0.4600 58.700 0.5100 58.800 0.5700 58.900 0.6500 59.000 0.7500 59.100 0.8400 59.200 0.9100 59.300 0.9600 59.400 1.0200 59.500 1.0800 59.600 1.1300 59.700 1.1600 59.800 1.1800 59.900 1.2000 60.000 1.2100 60.200 1.2100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 667 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ------------------------------------------------------------------------------------------ Name: NA4070 Base Flow(cfs): 0.000 Init Stage(ft): 53.980 Group: A Warn Stage(ft): 62.600 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 53.880 0.0100 57.000 0.0100 57.100 0.0100 57.400 0.0100 57.500 0.0100 57.600 0.0200 57.700 0.0300 57.800 0.0600 57.900 0.0800 58.000 0.1300 58.100 0.1900 58.200 0.2400 58.300 0.3200 58.400 0.4000 58.500 0.4800 58.600 0.5800 58.700 0.6800 58.800 0.7800 58.900 0.9200 59.000 1.0800 59.100 1.2400 59.200 1.3800 59.300 1.5100 59.400 1.6400 59.500 1.7500 59.600 1.8600 59.700 2.0000 59.800 2.1100 59.900 2.2400 60.000 2.3600 60.100 2.5300 60.200 2.7500 60.300 2.9900 60.400 3.1900 60.500 3.3700 60.600 3.5600 60.700 3.7600 60.800 4.0600 60.900 4.3300 61.000 4.5000 61.100 4.6300 61.200 4.7200 61.300 4.8000 61.400 4.8500 61.500 4.9000 61.600 4.9600 61.700 5.0000 61.800 5.0300 61.900 5.0400 62.000 5.0500 62.200 5.0500 62.300 5.0600 62.600 5.0600 ------------------------------------------------------------------------------------------ Name: NA4080 Base Flow(cfs): 0.000 Init Stage(ft): 49.790 Group: A Warn Stage(ft): 64.700 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.690 0.0100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 668 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.400 0.0100 55.500 0.0100 55.600 0.0100 55.700 0.0100 55.800 0.0300 55.900 0.0500 56.000 0.1000 56.100 0.1500 56.200 0.1900 56.300 0.2300 56.400 0.2800 56.500 0.3200 56.600 0.3600 56.700 0.4000 56.800 0.4500 56.900 0.4900 57.000 0.5300 57.100 0.6000 57.200 0.6700 57.300 0.7500 57.400 0.8200 57.500 0.8700 57.600 0.9300 57.700 0.9700 57.800 1.0200 57.900 1.0600 58.000 1.1000 58.100 1.1400 58.200 1.1800 58.300 1.2100 58.400 1.2500 58.500 1.3000 58.600 1.3400 58.700 1.4000 58.800 1.4700 58.900 1.5300 59.000 1.6200 59.100 1.7100 59.200 1.8300 59.300 1.9400 59.400 2.0300 59.500 2.1400 59.600 2.2500 59.700 2.3300 59.800 2.4000 59.900 2.4600 60.000 2.5200 60.100 2.5800 60.200 2.6300 60.300 2.6900 60.400 2.7400 60.500 2.8000 60.600 2.8700 60.700 2.9200 60.800 2.9900 60.900 3.0700 61.000 3.1500 61.100 3.2200 61.200 3.2700 61.300 3.3400 61.400 3.4100 61.500 3.4800 61.600 3.5800 61.700 3.6700 61.800 3.7700 61.900 3.8600 62.000 3.9500 62.100 4.0500 62.200 4.1500 62.300 4.2400 62.400 4.3700 62.500 4.5100 62.600 4.6900 62.700 4.8100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 669 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 62.800 4.9200 62.900 5.0200 63.000 5.1000 63.100 5.1800 63.200 5.2800 63.300 5.3700 63.400 5.4900 63.500 5.6100 63.600 5.6900 63.700 5.7700 63.800 5.8600 63.900 5.9200 64.000 5.9800 64.100 6.0500 64.200 6.0900 64.300 6.1300 64.400 6.1700 64.500 6.1900 64.600 6.2000 64.700 6.2100 ------------------------------------------------------------------------------------------ Name: NA4090 Base Flow(cfs): 0.000 Init Stage(ft): 49.880 Group: A Warn Stage(ft): 59.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.410 0.0100 54.600 0.0100 54.700 0.0100 54.800 0.0100 54.900 0.0100 55.000 0.0300 55.100 0.0400 55.200 0.0600 55.300 0.0800 55.400 0.1200 55.500 0.1400 55.600 0.1800 55.700 0.2100 55.800 0.2400 55.900 0.2700 56.000 0.3200 56.100 0.3700 56.200 0.4100 56.300 0.4600 56.400 0.5000 56.500 0.5400 56.600 0.5700 56.700 0.6100 56.800 0.6500 56.900 0.6900 57.000 0.7200 57.100 0.7600 57.200 0.8000 57.300 0.8300 57.400 0.8800 57.500 0.9100 57.600 0.9500 57.700 0.9800 57.800 1.0200 57.900 1.0600 58.000 1.1000 58.100 1.1300 58.200 1.1600 58.300 1.1800 58.400 1.1900 58.500 1.2000 58.600 1.2100 58.700 1.2300 58.900 1.2300 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 670 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.000 1.2400 59.200 1.2400 59.300 1.2500 59.500 1.2500 ------------------------------------------------------------------------------------------ Name: NA4100 Base Flow(cfs): 0.000 Init Stage(ft): 49.880 Group: A Warn Stage(ft): 66.400 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 49.510 0.0100 54.100 0.0100 54.200 0.0100 54.300 0.0100 54.400 0.0100 54.500 0.0100 54.600 0.0200 54.700 0.0200 54.800 0.0300 54.900 0.0400 55.000 0.0400 55.100 0.0600 55.200 0.0600 55.300 0.0700 55.400 0.0800 55.500 0.1000 55.600 0.1200 55.700 0.1300 55.800 0.1500 55.900 0.1700 56.000 0.1900 56.100 0.2100 56.200 0.2300 56.300 0.2500 56.400 0.2700 56.500 0.2900 56.600 0.3100 56.700 0.3400 56.800 0.3700 56.900 0.4100 57.000 0.4400 57.100 0.4700 57.200 0.5200 57.300 0.5700 57.400 0.6100 57.500 0.6500 57.600 0.7000 57.700 0.7400 57.800 0.7800 57.900 0.8300 58.000 0.8800 58.100 0.9400 58.200 1.0200 58.300 1.0900 58.400 1.1700 58.500 1.2700 58.600 1.3800 58.700 1.5100 58.800 1.6500 58.900 1.7900 59.000 1.9400 59.100 2.0800 59.200 2.2700 59.300 2.4700 59.400 2.6800 59.500 2.9200 59.600 3.1500 59.700 3.3900 59.800 3.6100 59.900 3.8100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 671 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.000 4.0200 60.100 4.2300 60.200 4.4000 60.300 4.5700 60.400 4.7300 60.500 4.8900 60.600 5.0900 60.700 5.2700 60.800 5.4600 60.900 5.6700 61.000 5.8600 61.100 6.0500 61.200 6.2200 61.300 6.3700 61.400 6.5300 61.500 6.7000 61.600 6.9000 61.700 7.1100 61.800 7.3000 61.900 7.5000 62.000 7.7000 62.100 7.8700 62.200 8.0400 62.300 8.2000 62.400 8.3900 62.500 8.6000 62.600 8.7800 62.700 8.9200 62.800 9.0500 62.900 9.1500 63.000 9.2900 63.100 9.4500 63.200 9.6100 63.300 9.8100 63.400 9.9800 63.500 10.1400 63.600 10.2700 63.700 10.3600 63.800 10.4500 63.900 10.5200 64.000 10.5700 64.100 10.6000 64.200 10.6300 64.300 10.6600 64.400 10.6900 64.500 10.7100 64.600 10.7300 64.700 10.7600 64.800 10.7900 64.900 10.8200 65.000 10.8800 65.100 10.9400 65.200 11.0000 65.300 11.0600 65.400 11.1100 65.500 11.1500 65.600 11.1900 65.700 11.2400 65.800 11.2700 65.900 11.3400 66.000 11.4300 66.100 11.4700 66.200 11.4900 66.300 11.5100 66.400 11.5100 ------------------------------------------------------------------------------------------ Name: NA4110 Base Flow(cfs): 0.000 Init Stage(ft): 31.140 Group: A Warn Stage(ft): 40.000 Type: Stage/Area Stage(ft) Area(ac) $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 672 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- 31.140 0.0100 40.000 0.0100 ========================================================================================== ==== Cross Sections ====================================================================== ========================================================================================== Name: XA0010B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 7.930 0.000000 2.500 7.130 0.000000 11.940 6.940 0.000000 14.440 7.010 0.000000 19.440 7.830 0.000000 23.120 7.760 0.000000 30.620 7.640 0.000000 33.120 7.700 0.000000 35.620 7.950 0.000000 43.120 7.660 0.000000 45.620 7.500 0.000000 50.620 7.260 0.000000 55.620 6.540 0.000000 60.620 6.580 0.000000 65.620 7.060 0.000000 70.620 7.630 0.000000 75.620 7.310 0.000000 86.140 7.260 0.000000 88.640 7.200 0.000000 93.640 7.310 0.000000 98.640 7.480 0.000000 103.640 7.760 0.000000 108.640 7.750 0.000000 113.640 7.680 0.000000 117.760 7.560 0.000000 120.260 7.680 0.000000 125.260 7.510 0.000000 130.260 7.320 0.000000 135.260 7.150 0.000000 140.260 7.000 0.000000 145.260 6.900 0.000000 150.260 6.890 0.000000 155.260 6.920 0.000000 162.760 6.860 0.000000 165.260 6.810 0.000000 170.260 6.750 0.000000 175.260 6.750 0.000000 176.900 6.690 0.000000 179.400 6.730 0.000000 184.400 6.870 0.000000 189.400 7.330 0.000000 196.900 7.400 0.000000 199.400 7.140 0.000000 204.400 7.300 0.000000 214.930 7.800 0.000000 217.430 8.020 0.000000 224.930 8.100 0.000000 227.430 7.990 0.000000 232.430 7.940 0.000000 237.430 7.970 0.000000 242.430 7.980 0.000000 247.430 8.130 0.000000 249.930 8.050 0.000000 252.430 7.950 0.000000 257.430 7.950 0.000000 262.430 7.990 0.000000 265.740 8.020 0.000000 268.240 7.910 0.000000 273.240 7.800 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 673 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 283.770 7.540 0.000000 286.270 7.430 0.000000 291.270 7.460 0.000000 296.270 7.510 0.000000 303.770 7.560 0.000000 306.270 7.330 0.000000 311.270 7.090 0.000000 316.270 7.090 0.000000 321.270 6.950 0.000000 326.270 6.930 0.000000 331.270 6.930 0.000000 336.270 7.020 0.000000 341.270 7.260 0.000000 346.270 7.450 0.000000 351.270 7.450 0.000000 356.270 7.460 0.000000 367.410 7.190 0.000000 369.910 7.230 0.000000 377.410 7.110 0.000000 394.910 7.230 0.000000 399.910 7.690 0.000000 404.910 8.090 0.000000 409.910 8.260 0.000000 414.910 8.480 0.000000 423.500 8.170 0.000000 426.000 8.130 0.000000 431.000 8.070 0.000000 436.000 8.430 0.000000 441.000 8.490 0.000000 446.000 9.390 0.000000 451.000 9.390 0.000000 457.050 8.660 0.000000 --------------------------------------------------------------------- Name: XA0010C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 8.450 0.000000 2.500 8.170 0.000000 7.500 7.920 0.000000 15.000 7.780 0.000000 15.000 7.410 0.000000 20.730 8.010 0.000000 28.230 8.420 0.000000 28.230 8.400 0.000000 36.140 8.220 0.000000 38.640 7.920 0.000000 38.640 8.040 0.000000 43.620 7.790 0.000000 48.610 7.840 0.000000 51.110 7.580 0.000000 51.110 8.050 0.000000 58.930 7.730 0.000000 58.930 8.330 0.000000 60.760 8.250 0.000000 68.260 8.240 0.000000 68.260 8.350 0.000000 73.310 8.260 0.000000 78.310 8.240 0.000000 83.310 8.230 0.000000 85.810 8.300 0.000000 91.910 8.230 0.000000 91.910 7.310 0.000000 100.220 7.480 0.000000 105.220 7.630 0.000000 107.720 7.660 0.000000 115.550 7.490 0.000000 115.550 7.970 0.000000 118.050 7.930 0.000000 123.050 7.790 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 674 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 128.050 7.610 0.000000 133.050 7.490 0.000000 138.050 7.640 0.000000 141.050 7.540 0.000000 143.550 7.640 0.000000 151.050 7.460 0.000000 151.050 7.360 0.000000 153.550 7.630 0.000000 158.550 7.590 0.000000 163.550 7.420 0.000000 168.550 6.860 0.000000 173.550 7.290 0.000000 181.050 7.520 0.000000 183.550 7.700 0.000000 188.120 7.270 0.000000 188.120 7.910 0.000000 190.620 7.920 0.000000 195.620 7.960 0.000000 200.620 7.970 0.000000 210.480 8.100 0.000000 210.480 7.390 0.000000 212.980 7.530 0.000000 217.980 7.300 0.000000 222.980 7.380 0.000000 227.980 7.420 0.000000 235.480 7.380 0.000000 235.480 7.420 0.000000 237.980 7.400 0.000000 242.980 7.460 0.000000 247.980 7.290 0.000000 252.830 7.200 0.000000 252.830 7.440 0.000000 259.410 7.230 0.000000 261.910 7.150 0.000000 266.910 7.410 0.000000 271.910 7.300 0.000000 276.910 7.270 0.000000 284.450 7.360 0.000000 284.450 7.630 0.000000 286.950 7.550 0.000000 291.950 7.740 0.000000 296.950 7.930 0.000000 301.950 7.800 0.000000 306.950 7.680 0.000000 315.950 7.600 0.000000 315.950 7.310 0.000000 318.450 7.430 0.000000 323.450 7.400 0.000000 331.340 7.360 0.000000 331.340 7.840 0.000000 333.840 7.710 0.000000 338.840 7.510 0.000000 349.370 7.380 0.000000 351.870 7.370 0.000000 356.870 7.260 0.000000 360.550 7.160 0.000000 360.550 7.480 0.000000 363.050 7.880 0.000000 368.050 7.990 0.000000 373.050 7.750 0.000000 378.050 7.770 0.000000 387.330 7.550 0.000000 387.330 7.290 0.000000 389.830 7.620 0.000000 398.510 7.590 0.000000 398.510 6.730 0.000000 401.010 6.780 0.000000 406.010 6.830 0.000000 411.010 6.720 0.000000 416.010 6.670 0.000000 424.670 6.700 0.000000 427.170 6.640 0.000000 432.170 6.700 0.000000 437.170 6.860 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 675 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 442.170 6.830 0.000000 447.170 6.740 0.000000 456.290 6.830 0.000000 458.790 6.880 0.000000 466.290 6.840 0.000000 468.790 6.870 0.000000 473.790 6.740 0.000000 478.790 6.710 0.000000 483.790 6.910 0.000000 488.790 7.590 0.000000 496.290 7.920 0.000000 498.790 7.720 0.000000 503.790 7.450 0.000000 508.790 7.110 0.000000 513.790 6.890 0.000000 518.790 6.970 0.000000 526.290 6.950 0.000000 528.790 6.990 0.000000 533.790 7.160 0.000000 537.480 7.270 0.000000 537.480 8.060 0.000000 539.980 7.800 0.000000 551.620 7.630 0.000000 551.620 7.740 0.000000 554.120 7.970 0.000000 559.120 8.080 0.000000 564.120 8.130 0.000000 569.120 7.980 0.000000 574.120 8.190 0.000000 579.120 8.180 0.000000 584.120 8.040 0.000000 589.120 8.010 0.000000 595.840 8.230 0.000000 598.340 8.080 0.000000 603.340 8.360 0.000000 608.340 8.470 0.000000 611.650 8.370 0.000000 614.150 8.320 0.000000 619.150 8.500 0.000000 624.150 8.720 0.000000 629.150 8.920 0.000000 632.260 8.940 0.000000 634.760 8.670 0.000000 639.760 8.770 0.000000 648.080 8.960 0.000000 650.580 9.210 0.000000 658.080 9.330 0.000000 660.580 9.340 0.000000 669.260 9.280 0.000000 669.260 11.810 0.000000 674.260 11.940 0.000000 676.760 12.140 0.000000 681.760 12.500 0.000000 686.760 13.000 0.000000 691.760 13.290 0.000000 696.760 13.530 0.000000 699.750 13.510 0.000000 702.250 13.530 0.000000 708.900 13.730 0.000000 708.900 10.010 0.000000 711.400 10.670 0.000000 716.400 9.620 0.000000 721.400 9.500 0.000000 726.400 9.230 0.000000 731.270 9.290 0.000000 733.770 8.990 0.000000 738.770 9.260 0.000000 743.770 9.160 0.000000 748.770 8.760 0.000000 753.770 8.550 0.000000 758.190 8.460 0.000000 760.690 8.430 0.000000 765.690 8.140 0.000000 770.690 7.960 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 676 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 775.690 7.710 0.000000 780.690 8.160 0.000000 785.690 7.690 0.000000 794.590 7.710 0.000000 797.090 8.030 0.000000 802.090 7.720 0.000000 807.090 7.680 0.000000 812.090 7.710 0.000000 815.210 7.670 0.000000 817.710 7.890 0.000000 829.350 7.700 0.000000 831.850 8.050 0.000000 836.850 8.240 0.000000 844.350 7.910 0.000000 846.850 8.100 0.000000 851.850 7.930 0.000000 856.850 7.130 0.000000 864.350 6.940 0.000000 --------------------------------------------------------------------- Name: XA0010E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 8.280 0.000000 3.840 8.300 0.000000 7.640 8.280 0.000000 11.480 8.330 0.000000 15.270 8.360 0.000000 19.620 8.320 0.000000 23.960 8.310 0.000000 28.900 8.220 0.000000 33.840 8.360 0.000000 38.730 8.400 0.000000 43.570 8.410 0.000000 48.460 8.520 0.000000 52.710 8.440 0.000000 57.000 8.230 0.000000 61.240 8.050 0.000000 65.480 8.100 0.000000 69.780 8.230 0.000000 74.470 8.140 0.000000 79.210 8.150 0.000000 83.950 8.220 0.000000 88.690 8.100 0.000000 93.430 8.020 0.000000 98.180 8.090 0.000000 102.970 8.100 0.000000 107.760 8.190 0.000000 112.550 8.180 0.000000 117.340 8.110 0.000000 121.630 7.960 0.000000 125.930 7.920 0.000000 130.270 8.000 0.000000 134.560 7.970 0.000000 138.900 7.980 0.000000 143.200 8.010 0.000000 147.540 8.080 0.000000 151.230 8.050 0.000000 154.930 8.030 0.000000 157.970 8.010 0.000000 161.070 8.090 0.000000 165.060 8.140 0.000000 169.050 8.110 0.000000 173.190 7.980 0.000000 177.290 7.970 0.000000 181.380 8.050 0.000000 185.320 8.150 0.000000 189.220 8.290 0.000000 194.110 8.150 0.000000 198.950 8.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 677 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 203.840 8.170 0.000000 208.730 8.310 0.000000 213.620 8.410 0.000000 218.510 8.300 0.000000 223.400 8.130 0.000000 228.300 8.140 0.000000 233.190 8.090 0.000000 238.080 7.990 0.000000 242.920 8.040 0.000000 247.810 8.160 0.000000 252.700 8.110 0.000000 257.590 8.070 0.000000 262.490 8.100 0.000000 267.380 8.150 0.000000 272.270 8.090 0.000000 277.160 8.040 0.000000 282.050 8.060 0.000000 286.940 8.080 0.000000 291.280 8.090 0.000000 295.630 8.050 0.000000 299.970 7.920 0.000000 304.360 8.110 0.000000 308.700 8.040 0.000000 313.050 7.930 0.000000 316.440 7.920 0.000000 319.830 7.970 0.000000 323.230 8.000 0.000000 327.870 7.740 0.000000 332.510 7.540 0.000000 336.010 7.370 0.000000 339.450 7.560 0.000000 342.890 7.670 0.000000 347.540 7.680 0.000000 352.130 7.630 0.000000 356.770 7.680 0.000000 361.360 7.910 0.000000 366.000 8.400 0.000000 370.640 8.650 0.000000 375.240 8.790 0.000000 379.880 8.900 0.000000 384.470 9.000 0.000000 388.060 9.080 0.000000 391.610 9.170 0.000000 395.200 9.270 0.000000 398.540 9.340 0.000000 401.890 9.420 0.000000 405.180 9.420 0.000000 409.680 9.240 0.000000 414.120 9.040 0.000000 418.610 8.850 0.000000 422.650 8.700 0.000000 426.700 8.650 0.000000 430.740 8.910 0.000000 434.730 9.120 0.000000 438.770 9.310 0.000000 443.420 9.410 0.000000 448.060 9.380 0.000000 452.700 9.440 0.000000 457.340 9.570 0.000000 461.980 9.390 0.000000 466.620 9.290 0.000000 471.270 9.250 0.000000 475.910 9.220 0.000000 480.550 9.210 0.000000 485.190 9.210 0.000000 489.830 9.220 0.000000 494.480 9.240 0.000000 499.120 9.290 0.000000 --------------------------------------------------------------------- Name: XA0080B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 678 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 30.630 0.000000 4.210 30.320 0.000000 6.960 29.830 0.000000 10.300 29.290 0.000000 15.230 29.030 0.000000 20.160 29.090 0.000000 25.090 29.410 0.000000 29.590 29.480 0.000000 33.500 29.510 0.000000 51.780 29.370 0.000000 65.700 29.340 0.000000 73.530 29.240 0.000000 80.930 29.100 0.000000 84.700 29.010 0.000000 97.320 28.640 0.000000 105.290 28.570 0.000000 108.190 28.650 0.000000 111.090 28.550 0.000000 114.430 28.320 0.000000 119.070 27.860 0.000000 122.840 27.600 0.000000 130.670 27.880 0.000000 134.590 27.940 0.000000 138.510 27.930 0.000000 146.340 27.530 0.000000 150.250 26.960 0.000000 154.170 26.610 0.000000 158.080 26.330 0.000000 162.000 26.190 0.000000 165.920 25.950 0.000000 169.830 25.760 0.000000 173.750 25.480 0.000000 177.660 25.330 0.000000 181.580 25.090 0.000000 185.500 24.930 0.000000 189.410 24.730 0.000000 193.330 24.660 0.000000 197.240 24.520 0.000000 201.160 24.440 0.000000 205.080 24.320 0.000000 208.990 24.130 0.000000 212.910 23.860 0.000000 217.260 23.630 0.000000 224.940 23.330 0.000000 233.650 22.760 0.000000 236.840 22.670 0.000000 240.030 22.620 0.000000 242.780 22.530 0.000000 253.080 22.120 0.000000 257.430 21.900 0.000000 265.120 21.670 0.000000 273.100 21.390 0.000000 284.840 21.130 0.000000 289.190 21.170 0.000000 292.960 21.140 0.000000 296.740 21.060 0.000000 301.230 20.840 0.000000 305.580 20.690 0.000000 309.790 20.580 0.000000 313.120 20.300 0.000000 317.040 20.100 0.000000 321.970 19.660 0.000000 329.510 19.460 0.000000 334.010 19.150 0.000000 341.410 18.980 0.000000 345.900 18.670 0.000000 353.440 18.530 0.000000 357.940 18.250 0.000000 365.480 18.050 0.000000 369.980 17.740 0.000000 377.520 17.590 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 679 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 382.300 17.340 0.000000 389.850 17.240 0.000000 410.300 17.120 0.000000 422.910 17.210 0.000000 430.160 17.320 0.000000 434.230 17.350 0.000000 442.780 17.200 0.000000 446.840 17.240 0.000000 450.610 17.340 0.000000 454.530 17.240 0.000000 458.010 17.100 0.000000 458.180 16.940 0.000000 460.790 17.520 0.000000 463.400 17.670 0.000000 467.170 17.810 0.000000 470.940 17.850 0.000000 474.710 17.850 0.000000 477.320 17.820 0.000000 479.930 17.670 0.000000 487.330 17.620 0.000000 491.100 17.560 0.000000 496.030 17.550 0.000000 500.670 17.600 0.000000 505.310 17.580 0.000000 509.810 17.600 0.000000 514.450 17.730 0.000000 519.090 18.050 0.000000 523.590 18.440 0.000000 528.230 18.680 0.000000 532.730 18.960 0.000000 536.790 19.060 0.000000 548.680 19.530 0.000000 555.640 19.890 0.000000 564.200 20.150 0.000000 567.820 20.310 0.000000 572.030 20.460 0.000000 576.240 20.650 0.000000 584.790 21.090 0.000000 587.980 21.050 0.000000 591.900 20.930 0.000000 596.250 20.920 0.000000 604.520 21.020 0.000000 608.140 21.010 0.000000 612.930 21.130 0.000000 617.710 21.140 0.000000 625.840 21.060 0.000000 634.390 21.070 0.000000 639.180 21.190 0.000000 643.820 21.240 0.000000 648.460 21.120 0.000000 652.520 21.080 0.000000 656.580 21.130 0.000000 663.400 21.090 0.000000 667.900 21.110 0.000000 672.390 21.210 0.000000 685.730 21.050 0.000000 690.380 21.070 0.000000 695.020 21.180 0.000000 703.720 21.530 0.000000 712.420 21.530 0.000000 720.400 21.760 0.000000 724.460 21.830 0.000000 728.370 22.060 0.000000 733.020 22.020 0.000000 742.010 22.070 0.000000 746.360 22.120 0.000000 750.850 22.320 0.000000 755.200 22.580 0.000000 759.560 22.660 0.000000 762.310 22.660 0.000000 764.920 22.600 0.000000 769.130 22.700 0.000000 777.540 23.050 0.000000 781.750 23.150 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 680 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 790.160 22.910 0.000000 794.360 22.820 0.000000 796.830 22.860 0.000000 802.630 23.100 0.000000 806.400 23.100 0.000000 810.170 23.270 0.000000 813.940 23.480 0.000000 822.350 23.730 0.000000 826.130 23.730 0.000000 829.900 23.580 0.000000 833.520 23.600 0.000000 837.150 23.760 0.000000 843.380 23.970 0.000000 845.850 24.000 0.000000 855.280 24.290 0.000000 859.920 24.400 0.000000 867.310 24.670 0.000000 871.230 24.840 0.000000 875.150 24.960 0.000000 879.060 25.130 0.000000 886.170 25.260 0.000000 889.650 25.270 0.000000 893.130 25.360 0.000000 898.640 25.640 0.000000 902.410 25.800 0.000000 908.650 26.010 0.000000 914.600 26.070 0.000000 922.430 26.220 0.000000 926.200 26.190 0.000000 930.260 26.180 0.000000 934.460 26.240 0.000000 938.820 26.620 0.000000 942.880 27.030 0.000000 946.790 27.360 0.000000 954.620 27.930 0.000000 958.540 28.160 0.000000 962.170 28.220 0.000000 966.230 28.180 0.000000 970.430 28.170 0.000000 978.700 28.260 0.000000 986.240 28.420 0.000000 989.580 28.440 0.000000 995.810 28.620 0.000000 1002.630 28.750 0.000000 1005.970 28.870 0.000000 1010.610 28.920 0.000000 1015.250 28.930 0.000000 1019.890 29.090 0.000000 1029.170 28.850 0.000000 1033.810 29.310 0.000000 1038.600 30.550 0.000000 1043.530 31.880 0.000000 1048.310 32.610 0.000000 1052.380 32.730 0.000000 1056.440 32.750 0.000000 1061.370 32.880 0.000000 1066.300 33.110 0.000000 1076.020 33.050 0.000000 1080.800 32.830 0.000000 1085.730 32.890 0.000000 1090.370 33.090 0.000000 1094.870 33.120 0.000000 1108.650 33.570 0.000000 1113.290 33.570 0.000000 1117.640 33.520 0.000000 1130.840 33.200 0.000000 1135.770 33.040 0.000000 1140.850 32.980 0.000000 1145.780 34.030 0.000000 1150.420 34.260 0.000000 1156.800 34.400 0.000000 1175.650 34.950 0.000000 1185.510 35.190 0.000000 1193.200 35.320 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 681 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1200.160 35.390 0.000000 1204.660 35.400 0.000000 1212.490 35.490 0.000000 1220.760 35.670 0.000000 1224.380 35.610 0.000000 1228.150 35.680 0.000000 1231.780 36.140 0.000000 1236.280 36.430 0.000000 1249.910 37.070 0.000000 1258.760 37.390 0.000000 1268.180 37.640 0.000000 1287.470 38.060 0.000000 1304.150 38.480 0.000000 1320.100 38.240 0.000000 1324.310 38.220 0.000000 1328.230 38.230 0.000000 1335.330 38.300 0.000000 1339.830 38.400 0.000000 1344.180 38.550 0.000000 1348.680 38.550 0.000000 1362.160 38.470 0.000000 1368.840 38.480 0.000000 1372.610 38.560 0.000000 1376.380 38.680 0.000000 1381.310 39.010 0.000000 1385.510 39.110 0.000000 1389.720 39.160 0.000000 --------------------------------------------------------------------- Name: XA0090C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 28.380 0.000000 4.950 27.890 0.000000 9.890 26.780 0.000000 14.840 25.760 0.000000 19.790 24.620 0.000000 24.740 23.710 0.000000 28.530 23.490 0.000000 31.080 23.570 0.000000 35.970 23.520 0.000000 40.300 23.430 0.000000 47.600 23.400 0.000000 51.250 23.360 0.000000 53.890 23.390 0.000000 56.480 23.160 0.000000 64.170 22.340 0.000000 68.010 21.890 0.000000 71.470 21.540 0.000000 79.830 20.590 0.000000 84.480 20.140 0.000000 89.190 19.870 0.000000 93.900 19.700 0.000000 110.180 19.550 0.000000 118.300 19.680 0.000000 126.080 19.700 0.000000 141.830 19.670 0.000000 153.310 19.520 0.000000 159.990 19.600 0.000000 162.580 19.590 0.000000 165.130 19.550 0.000000 169.980 19.310 0.000000 174.880 19.140 0.000000 182.420 19.200 0.000000 186.450 19.150 0.000000 195.150 19.150 0.000000 204.510 19.080 0.000000 209.170 19.020 0.000000 218.540 18.940 0.000000 223.240 18.970 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 682 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 227.900 19.040 0.000000 235.970 18.960 0.000000 243.900 18.790 0.000000 252.210 18.770 0.000000 256.380 18.730 0.000000 268.440 18.930 0.000000 273.100 19.100 0.000000 277.230 19.220 0.000000 281.360 19.420 0.000000 289.190 20.000 0.000000 293.370 20.180 0.000000 297.550 20.220 0.000000 306.000 20.250 0.000000 338.090 20.250 0.000000 342.220 20.430 0.000000 350.530 20.570 0.000000 353.220 20.680 0.000000 360.040 20.770 0.000000 364.170 20.790 0.000000 368.440 20.860 0.000000 372.720 20.850 0.000000 377.040 20.900 0.000000 385.590 21.140 0.000000 389.860 21.220 0.000000 398.080 21.230 0.000000 402.640 21.360 0.000000 407.200 21.430 0.000000 416.280 21.520 0.000000 420.890 21.500 0.000000 424.350 21.600 0.000000 427.810 21.640 0.000000 432.130 21.640 0.000000 436.500 21.580 0.000000 441.160 21.890 0.000000 445.820 24.580 0.000000 450.570 25.500 0.000000 454.800 25.800 0.000000 --------------------------------------------------------------------- Name: XA0120B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.670 0.000000 4.160 23.580 0.000000 12.490 23.160 0.000000 16.660 23.120 0.000000 25.640 22.730 0.000000 30.030 22.650 0.000000 38.910 22.400 0.000000 51.070 22.160 0.000000 57.320 22.100 0.000000 61.040 22.110 0.000000 70.800 21.660 0.000000 75.730 21.470 0.000000 80.660 21.340 0.000000 89.980 21.000 0.000000 94.470 20.810 0.000000 99.290 20.550 0.000000 102.030 20.490 0.000000 109.700 20.170 0.000000 116.170 20.140 0.000000 123.950 19.910 0.000000 128.880 19.680 0.000000 133.810 19.520 0.000000 138.750 19.280 0.000000 152.770 19.140 0.000000 156.830 18.920 0.000000 161.760 18.770 0.000000 166.690 18.660 0.000000 171.620 18.610 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 683 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 176.670 18.450 0.000000 181.600 18.460 0.000000 186.090 18.420 0.000000 189.820 18.270 0.000000 193.540 18.180 0.000000 197.270 18.160 0.000000 201.650 18.020 0.000000 206.040 17.790 0.000000 210.530 17.640 0.000000 221.930 17.760 0.000000 230.260 17.630 0.000000 234.530 17.620 0.000000 238.700 17.640 0.000000 245.600 17.570 0.000000 249.220 17.490 0.000000 258.420 17.570 0.000000 262.920 17.550 0.000000 266.750 17.570 0.000000 272.340 17.740 0.000000 277.380 17.840 0.000000 282.310 18.000 0.000000 287.360 18.060 0.000000 292.290 18.050 0.000000 297.220 18.140 0.000000 299.960 18.140 0.000000 302.590 18.080 0.000000 317.930 18.220 0.000000 321.880 18.320 0.000000 325.710 18.370 0.000000 329.880 18.360 0.000000 333.600 18.440 0.000000 337.330 18.550 0.000000 342.040 18.560 0.000000 346.320 18.440 0.000000 350.480 18.490 0.000000 354.760 18.640 0.000000 359.800 18.740 0.000000 362.320 18.720 0.000000 366.700 18.570 0.000000 374.040 18.680 0.000000 445.170 18.500 0.000000 448.900 18.380 0.000000 452.510 18.190 0.000000 455.360 18.300 0.000000 458.100 18.330 0.000000 466.430 18.110 0.000000 470.600 18.130 0.000000 474.760 18.360 0.000000 479.140 18.470 0.000000 488.680 18.450 0.000000 493.610 18.580 0.000000 497.780 18.730 0.000000 500.950 18.670 0.000000 504.130 18.660 0.000000 506.980 18.710 0.000000 515.420 18.520 0.000000 520.350 18.360 0.000000 525.390 18.120 0.000000 530.330 17.920 0.000000 535.260 17.790 0.000000 545.230 17.780 0.000000 560.130 17.630 0.000000 565.070 17.610 0.000000 570.110 17.500 0.000000 575.040 17.360 0.000000 579.970 17.270 0.000000 590.930 17.240 0.000000 598.710 17.140 0.000000 610.990 17.110 0.000000 615.810 17.130 0.000000 618.770 17.160 0.000000 621.620 17.060 0.000000 626.440 17.090 0.000000 630.930 17.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 684 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 640.360 16.900 0.000000 655.040 16.720 0.000000 659.980 16.700 0.000000 664.910 16.750 0.000000 669.840 16.740 0.000000 679.590 16.600 0.000000 686.390 16.620 0.000000 689.780 16.580 0.000000 694.500 16.560 0.000000 703.700 16.370 0.000000 716.640 16.460 0.000000 726.170 16.560 0.000000 730.880 16.470 0.000000 740.420 16.390 0.000000 745.240 16.490 0.000000 749.950 16.490 0.000000 759.490 16.740 0.000000 764.310 16.710 0.000000 769.020 16.740 0.000000 773.840 16.710 0.000000 778.560 16.760 0.000000 783.380 16.890 0.000000 788.090 17.070 0.000000 797.730 17.520 0.000000 802.450 17.620 0.000000 806.940 17.690 0.000000 811.540 17.530 0.000000 816.040 17.410 0.000000 818.780 17.640 0.000000 821.520 17.610 0.000000 830.390 17.740 0.000000 842.560 17.700 0.000000 847.270 17.660 0.000000 851.980 17.430 0.000000 861.300 17.360 0.000000 866.010 17.390 0.000000 870.610 17.330 0.000000 875.000 17.400 0.000000 879.270 17.360 0.000000 888.480 17.480 0.000000 897.790 17.440 0.000000 900.420 17.550 0.000000 903.160 17.610 0.000000 906.890 17.850 0.000000 910.620 18.030 0.000000 922.560 18.250 0.000000 927.270 18.310 0.000000 931.000 18.160 0.000000 938.340 17.740 0.000000 941.080 17.720 0.000000 948.100 17.560 0.000000 952.260 17.520 0.000000 956.540 17.590 0.000000 960.700 17.720 0.000000 968.480 17.640 0.000000 971.110 17.660 0.000000 978.780 17.680 0.000000 983.720 17.930 0.000000 988.650 17.960 0.000000 993.800 17.910 0.000000 998.510 17.920 0.000000 1001.140 17.940 0.000000 1004.760 17.690 0.000000 1008.260 17.540 0.000000 1011.880 17.480 0.000000 1016.810 17.570 0.000000 1026.570 17.710 0.000000 1031.390 17.830 0.000000 1036.320 17.880 0.000000 1041.140 17.960 0.000000 1046.070 17.880 0.000000 1050.900 17.840 0.000000 1053.640 17.900 0.000000 1063.830 17.830 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 685 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1071.390 17.900 0.000000 1075.120 17.890 0.000000 1079.280 17.920 0.000000 1083.450 18.020 0.000000 1091.780 18.160 0.000000 1095.940 18.140 0.000000 --------------------------------------------------------------------- Name: XA0130B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.600 0.000000 4.530 22.030 0.000000 9.050 21.210 0.000000 13.140 20.900 0.000000 17.250 20.960 0.000000 21.340 20.730 0.000000 26.060 20.350 0.000000 30.790 19.930 0.000000 35.110 19.650 0.000000 39.450 19.430 0.000000 43.120 19.050 0.000000 46.770 18.350 0.000000 50.440 17.890 0.000000 54.890 17.480 0.000000 59.310 17.340 0.000000 63.750 17.520 0.000000 68.180 17.680 0.000000 72.910 17.670 0.000000 77.630 17.660 0.000000 82.360 17.790 0.000000 86.370 17.970 0.000000 90.350 17.880 0.000000 94.360 17.870 0.000000 98.180 17.740 0.000000 101.990 17.650 0.000000 106.330 17.650 0.000000 110.670 17.710 0.000000 115.010 17.920 0.000000 118.370 18.110 0.000000 121.750 18.270 0.000000 126.170 18.160 0.000000 131.140 17.690 0.000000 136.100 17.570 0.000000 140.260 17.540 0.000000 144.410 17.560 0.000000 148.560 17.590 0.000000 152.610 17.510 0.000000 156.650 17.470 0.000000 160.010 17.440 0.000000 163.390 17.420 0.000000 166.750 17.450 0.000000 171.240 17.510 0.000000 175.720 17.460 0.000000 180.230 17.420 0.000000 184.710 17.480 0.000000 188.380 17.500 0.000000 192.060 17.480 0.000000 195.730 17.530 0.000000 198.900 17.540 0.000000 202.070 17.540 0.000000 205.350 17.630 0.000000 208.620 17.700 0.000000 --------------------------------------------------------------------- Name: XA0130C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 686 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 18.140 0.000000 3.350 18.210 0.000000 6.700 18.180 0.000000 9.990 18.220 0.000000 14.050 18.200 0.000000 18.170 18.190 0.000000 22.560 18.220 0.000000 27.000 18.210 0.000000 31.450 18.080 0.000000 35.840 18.030 0.000000 40.500 18.000 0.000000 45.170 17.940 0.000000 49.780 17.860 0.000000 54.440 17.800 0.000000 58.120 17.760 0.000000 61.740 17.730 0.000000 64.870 17.720 0.000000 68.000 17.770 0.000000 70.580 17.740 0.000000 74.200 17.540 0.000000 77.880 17.370 0.000000 81.500 17.230 0.000000 84.850 17.200 0.000000 88.140 17.180 0.000000 91.050 17.170 0.000000 93.910 17.170 0.000000 98.300 17.090 0.000000 102.630 17.040 0.000000 106.690 17.040 0.000000 110.810 17.000 0.000000 114.870 16.960 0.000000 118.930 16.910 0.000000 122.990 16.920 0.000000 127.710 16.900 0.000000 132.490 16.810 0.000000 137.210 16.790 0.000000 141.540 16.760 0.000000 145.880 16.730 0.000000 150.160 16.740 0.000000 154.440 16.790 0.000000 158.720 16.940 0.000000 161.250 17.060 0.000000 163.770 17.200 0.000000 167.610 16.970 0.000000 171.460 16.860 0.000000 174.150 16.780 0.000000 176.890 16.680 0.000000 181.830 16.540 0.000000 186.770 16.450 0.000000 191.710 16.450 0.000000 196.650 16.510 0.000000 200.980 16.530 0.000000 205.260 16.580 0.000000 209.600 16.700 0.000000 213.940 16.730 0.000000 218.270 16.760 0.000000 222.660 16.820 0.000000 227.050 16.910 0.000000 230.730 17.030 0.000000 234.410 17.210 0.000000 238.140 17.280 0.000000 241.820 17.280 0.000000 245.490 17.280 0.000000 249.170 17.230 0.000000 252.520 17.250 0.000000 255.870 17.320 0.000000 259.270 17.440 0.000000 263.550 17.670 0.000000 267.890 18.010 0.000000 272.170 18.430 0.000000 276.500 18.920 0.000000 280.780 19.270 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 687 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 285.230 19.300 0.000000 289.620 18.940 0.000000 293.570 18.670 0.000000 297.520 18.420 0.000000 301.480 18.300 0.000000 304.770 18.270 0.000000 308.060 18.390 0.000000 312.670 18.680 0.000000 317.060 19.220 0.000000 321.450 19.570 0.000000 325.840 19.910 0.000000 330.180 19.940 0.000000 333.200 19.800 0.000000 336.160 19.740 0.000000 339.450 19.650 0.000000 342.750 19.560 0.000000 346.150 19.610 0.000000 349.550 19.740 0.000000 352.960 19.930 0.000000 357.730 20.390 0.000000 362.510 20.730 0.000000 367.340 20.720 0.000000 372.110 20.420 0.000000 376.450 20.040 0.000000 380.730 19.870 0.000000 385.060 19.980 0.000000 389.340 20.110 0.000000 393.680 20.220 0.000000 398.340 20.340 0.000000 403.010 20.650 0.000000 406.520 20.530 0.000000 410.090 20.470 0.000000 414.430 20.490 0.000000 418.760 20.640 0.000000 423.100 20.710 0.000000 427.490 20.780 0.000000 431.660 20.850 0.000000 435.880 20.970 0.000000 439.450 20.940 0.000000 443.070 20.910 0.000000 446.640 20.880 0.000000 451.360 20.960 0.000000 455.370 21.030 0.000000 459.370 21.070 0.000000 463.930 21.030 0.000000 468.540 20.970 0.000000 473.150 20.980 0.000000 477.490 20.980 0.000000 481.880 20.970 0.000000 486.270 20.960 0.000000 490.660 20.940 0.000000 495.540 20.890 0.000000 500.430 20.890 0.000000 505.310 20.960 0.000000 510.200 20.960 0.000000 515.140 21.020 0.000000 519.420 21.060 0.000000 523.700 21.110 0.000000 528.030 21.200 0.000000 531.490 21.250 0.000000 535.000 21.300 0.000000 538.520 21.330 0.000000 541.970 21.260 0.000000 545.380 21.220 0.000000 548.840 21.240 0.000000 --------------------------------------------------------------------- Name: XA0140B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 688 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.000 22.590 0.000000 4.850 22.000 0.000000 9.650 20.790 0.000000 14.600 20.000 0.000000 19.540 19.750 0.000000 24.440 19.300 0.000000 29.390 18.680 0.000000 34.330 17.980 0.000000 39.230 17.470 0.000000 44.180 17.380 0.000000 49.120 17.750 0.000000 54.020 17.930 0.000000 58.970 16.940 0.000000 62.380 16.900 0.000000 65.790 16.970 0.000000 68.860 17.060 0.000000 79.910 17.320 0.000000 84.710 17.130 0.000000 88.930 17.060 0.000000 104.920 17.020 0.000000 108.960 17.110 0.000000 112.850 17.090 0.000000 116.830 16.940 0.000000 120.530 16.630 0.000000 124.230 16.390 0.000000 127.160 16.250 0.000000 130.130 16.140 0.000000 133.780 15.730 0.000000 137.480 15.190 0.000000 141.130 14.450 0.000000 154.140 11.310 0.000000 157.650 10.640 0.000000 161.830 9.020 0.000000 174.410 10.020 0.000000 178.540 11.550 0.000000 182.720 12.540 0.000000 191.510 13.990 0.000000 195.680 14.300 0.000000 198.950 14.330 0.000000 202.980 14.470 0.000000 207.160 14.510 0.000000 219.450 14.500 0.000000 223.150 14.530 0.000000 227.230 14.620 0.000000 231.070 14.610 0.000000 235.110 14.650 0.000000 242.500 14.580 0.000000 255.370 14.620 0.000000 264.210 14.550 0.000000 276.310 14.380 0.000000 296.530 14.340 0.000000 308.150 14.290 0.000000 315.590 14.350 0.000000 324.620 14.220 0.000000 332.640 14.190 0.000000 348.920 14.350 0.000000 357.220 14.370 0.000000 365.050 14.450 0.000000 373.650 14.470 0.000000 381.040 14.450 0.000000 389.110 14.500 0.000000 392.850 14.500 0.000000 397.270 14.440 0.000000 402.030 14.440 0.000000 406.780 14.530 0.000000 416.290 14.590 0.000000 425.800 14.780 0.000000 430.550 14.830 0.000000 --------------------------------------------------------------------- Name: XA0150C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 689 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 14.830 0.000000 8.170 14.660 0.000000 12.010 14.460 0.000000 16.430 14.350 0.000000 19.500 14.190 0.000000 22.170 14.100 0.000000 24.790 13.910 0.000000 29.470 13.490 0.000000 34.100 12.960 0.000000 40.490 12.370 0.000000 44.180 12.110 0.000000 44.250 12.100 0.000000 48.350 12.450 0.000000 51.580 12.920 0.000000 55.770 13.380 0.000000 59.910 13.880 0.000000 64.060 14.180 0.000000 68.200 14.260 0.000000 72.380 14.240 0.000000 80.250 14.130 0.000000 84.430 14.220 0.000000 88.620 14.260 0.000000 91.920 14.240 0.000000 96.330 14.150 0.000000 100.180 14.180 0.000000 103.980 14.240 0.000000 112.150 14.270 0.000000 120.330 14.220 0.000000 124.170 14.240 0.000000 135.610 14.150 0.000000 139.260 14.180 0.000000 142.990 14.170 0.000000 147.930 14.110 0.000000 152.870 14.090 0.000000 162.760 14.160 0.000000 172.640 14.090 0.000000 177.590 14.090 0.000000 186.600 14.160 0.000000 191.080 14.150 0.000000 200.510 14.030 0.000000 209.940 14.020 0.000000 214.690 13.980 0.000000 219.410 13.980 0.000000 228.880 14.100 0.000000 233.630 14.190 0.000000 238.340 14.240 0.000000 252.560 14.100 0.000000 256.750 14.130 0.000000 260.930 13.950 0.000000 264.810 14.480 0.000000 268.720 15.350 0.000000 272.600 16.300 0.000000 276.930 17.180 0.000000 281.230 17.610 0.000000 285.570 18.010 0.000000 288.680 18.250 0.000000 298.570 18.670 0.000000 301.380 18.810 0.000000 304.160 18.880 0.000000 310.620 18.850 0.000000 319.400 19.000 0.000000 323.240 19.020 0.000000 327.240 19.000 0.000000 331.420 19.170 0.000000 335.600 19.410 0.000000 339.590 19.680 0.000000 343.400 19.820 0.000000 347.240 20.150 0.000000 351.230 20.260 0.000000 355.410 20.790 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 690 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA0150D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.120 0.000000 4.800 21.990 0.000000 9.590 21.870 0.000000 14.390 21.830 0.000000 19.190 21.810 0.000000 23.990 21.790 0.000000 28.780 21.750 0.000000 33.340 21.690 0.000000 37.900 21.570 0.000000 42.520 21.470 0.000000 47.080 21.420 0.000000 51.700 21.440 0.000000 56.260 21.280 0.000000 60.880 21.290 0.000000 65.440 21.280 0.000000 69.890 21.270 0.000000 74.330 21.380 0.000000 78.770 21.250 0.000000 83.510 21.120 0.000000 87.480 21.130 0.000000 91.440 21.050 0.000000 94.940 21.000 0.000000 98.430 21.020 0.000000 101.930 21.120 0.000000 105.950 21.300 0.000000 109.980 21.400 0.000000 114.420 21.340 0.000000 118.690 20.860 0.000000 122.950 20.620 0.000000 127.220 20.560 0.000000 131.600 20.590 0.000000 136.040 19.960 0.000000 140.420 19.630 0.000000 144.810 19.460 0.000000 149.250 19.430 0.000000 153.630 19.490 0.000000 158.070 19.620 0.000000 162.510 19.780 0.000000 166.960 19.950 0.000000 171.400 20.170 0.000000 176.250 20.210 0.000000 181.170 20.220 0.000000 186.090 20.240 0.000000 188.630 20.250 0.000000 191.180 20.240 0.000000 195.030 20.210 0.000000 198.820 20.220 0.000000 202.610 20.230 0.000000 206.220 20.180 0.000000 209.780 20.160 0.000000 213.390 20.050 0.000000 218.240 20.280 0.000000 223.100 20.240 0.000000 227.960 20.070 0.000000 231.450 19.940 0.000000 234.950 19.840 0.000000 238.440 19.760 0.000000 241.930 19.710 0.000000 245.430 19.600 0.000000 248.860 19.410 0.000000 252.650 19.370 0.000000 256.450 19.340 0.000000 260.240 19.280 0.000000 263.790 19.170 0.000000 267.340 19.100 0.000000 271.840 19.060 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 691 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 276.340 18.970 0.000000 280.910 18.720 0.000000 285.170 18.430 0.000000 289.430 18.100 0.000000 293.760 17.750 0.000000 297.960 17.480 0.000000 302.230 17.400 0.000000 306.430 17.440 0.000000 311.410 17.330 0.000000 316.380 17.270 0.000000 321.360 17.270 0.000000 326.330 17.300 0.000000 331.310 17.320 0.000000 335.450 17.330 0.000000 339.540 17.280 0.000000 343.680 17.230 0.000000 347.830 17.230 0.000000 351.980 17.260 0.000000 356.650 17.380 0.000000 361.330 17.590 0.000000 366.010 17.840 0.000000 370.690 17.850 0.000000 375.190 17.850 0.000000 379.750 17.690 0.000000 384.250 17.630 0.000000 388.750 17.720 0.000000 393.260 17.830 0.000000 397.820 17.820 0.000000 402.320 17.760 0.000000 406.880 17.810 0.000000 411.500 17.840 0.000000 416.120 17.830 0.000000 420.680 17.820 0.000000 425.530 17.820 0.000000 430.330 17.830 0.000000 435.130 17.860 0.000000 438.680 17.940 0.000000 442.230 18.080 0.000000 447.090 17.850 0.000000 451.950 17.530 0.000000 456.800 17.330 0.000000 461.420 17.160 0.000000 466.040 17.060 0.000000 470.720 17.030 0.000000 473.450 17.190 0.000000 476.230 17.280 0.000000 480.430 17.050 0.000000 484.580 17.000 0.000000 488.790 16.870 0.000000 492.990 16.760 0.000000 497.140 16.660 0.000000 501.340 16.600 0.000000 504.950 16.560 0.000000 508.570 16.510 0.000000 513.300 16.290 0.000000 518.100 16.210 0.000000 522.900 16.060 0.000000 527.340 15.920 0.000000 531.720 15.770 0.000000 536.170 15.570 0.000000 540.610 15.440 0.000000 544.990 15.350 0.000000 549.430 15.210 0.000000 553.810 15.080 0.000000 558.260 15.000 0.000000 562.400 14.970 0.000000 566.610 14.880 0.000000 570.160 14.860 0.000000 573.660 14.860 0.000000 577.210 14.880 0.000000 581.650 14.800 0.000000 586.090 14.800 0.000000 589.170 14.840 0.000000 592.250 14.830 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 692 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA0160B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 18.020 0.200000 4.900 18.140 0.200000 9.810 18.340 0.200000 14.710 18.390 0.200000 19.620 18.400 0.200000 24.520 18.420 0.200000 29.420 18.370 0.200000 34.330 18.370 0.200000 39.230 18.370 0.200000 44.140 18.410 0.200000 49.040 18.720 0.200000 53.950 19.200 0.200000 58.850 19.500 0.200000 63.750 19.630 0.200000 --------------------------------------------------------------------- Name: XA0180B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.050 0.000000 4.760 22.910 0.000000 9.580 22.640 0.000000 14.340 22.530 0.000000 19.110 22.510 0.000000 23.930 22.490 0.000000 28.690 22.300 0.000000 33.510 22.170 0.000000 38.270 22.020 0.000000 43.030 21.870 0.000000 46.430 21.890 0.000000 49.820 21.910 0.000000 53.220 21.910 0.000000 57.810 21.950 0.000000 62.410 21.950 0.000000 67.010 21.950 0.000000 71.610 21.950 0.000000 76.210 21.940 0.000000 80.700 21.900 0.000000 85.130 21.940 0.000000 89.620 22.280 0.000000 94.060 22.440 0.000000 97.180 22.440 0.000000 100.300 22.390 0.000000 105.230 22.500 0.000000 110.160 22.460 0.000000 115.080 22.500 0.000000 120.010 22.430 0.000000 124.940 22.490 0.000000 128.220 22.480 0.000000 131.560 22.460 0.000000 134.140 22.370 0.000000 136.710 22.280 0.000000 140.490 22.280 0.000000 144.320 22.280 0.000000 148.150 22.270 0.000000 151.980 22.240 0.000000 155.930 22.330 0.000000 159.920 22.360 0.000000 163.860 22.370 0.000000 167.860 22.470 0.000000 172.620 22.480 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 693 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 177.440 22.560 0.000000 182.200 22.590 0.000000 187.020 22.680 0.000000 191.180 22.720 0.000000 195.340 22.780 0.000000 199.830 22.940 0.000000 204.320 23.070 0.000000 208.810 23.200 0.000000 213.300 23.350 0.000000 217.790 23.440 0.000000 222.060 23.540 0.000000 226.330 23.690 0.000000 230.660 23.780 0.000000 234.930 23.800 0.000000 239.200 23.840 0.000000 243.800 23.930 0.000000 248.400 24.170 0.000000 253.000 24.160 0.000000 257.540 24.270 0.000000 262.140 24.420 0.000000 266.740 24.470 0.000000 271.340 24.490 0.000000 275.940 24.540 0.000000 280.480 24.550 0.000000 285.080 24.530 0.000000 288.910 24.540 0.000000 293.620 24.630 0.000000 298.330 24.740 0.000000 302.650 24.770 0.000000 306.920 24.790 0.000000 311.250 24.880 0.000000 315.570 24.940 0.000000 319.950 24.980 0.000000 324.330 25.050 0.000000 328.710 25.110 0.000000 333.480 25.190 0.000000 338.180 25.260 0.000000 342.890 25.360 0.000000 346.780 25.410 0.000000 350.670 25.490 0.000000 354.550 25.550 0.000000 358.440 25.630 0.000000 362.660 25.720 0.000000 366.870 25.790 0.000000 370.760 25.810 0.000000 374.700 25.880 0.000000 378.590 25.940 0.000000 382.530 26.020 0.000000 385.210 26.160 0.000000 387.900 26.240 0.000000 392.930 25.970 0.000000 397.640 25.910 0.000000 402.410 26.020 0.000000 407.170 26.100 0.000000 411.930 26.150 0.000000 416.750 26.320 0.000000 421.620 26.200 0.000000 426.110 26.230 0.000000 430.600 26.220 0.000000 435.090 26.120 0.000000 439.740 26.400 0.000000 444.400 26.730 0.000000 449.000 26.300 0.000000 453.650 26.080 0.000000 458.580 26.020 0.000000 463.510 26.070 0.000000 468.430 26.010 0.000000 473.410 26.020 0.000000 478.340 25.990 0.000000 483.270 25.980 0.000000 488.200 25.980 0.000000 493.180 26.020 0.000000 498.110 25.950 0.000000 503.030 25.950 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 694 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 507.960 25.950 0.000000 512.890 26.030 0.000000 517.870 26.230 0.000000 522.800 26.240 0.000000 527.730 25.900 0.000000 532.650 25.680 0.000000 537.640 25.750 0.000000 542.560 25.800 0.000000 547.490 25.830 0.000000 --------------------------------------------------------------------- Name: XA0230C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.980 0.000000 4.150 23.790 0.000000 8.130 23.060 0.000000 11.940 22.490 0.000000 15.910 21.960 0.000000 19.550 22.040 0.000000 23.180 22.200 0.000000 32.000 22.400 0.000000 36.850 22.380 0.000000 41.690 22.110 0.000000 46.490 21.640 0.000000 56.180 20.570 0.000000 61.020 20.280 0.000000 70.710 20.100 0.000000 75.510 20.180 0.000000 85.190 20.060 0.000000 90.040 20.140 0.000000 93.370 20.420 0.000000 96.700 20.920 0.000000 100.070 21.580 0.000000 103.660 22.400 0.000000 107.210 22.340 0.000000 116.630 21.850 0.000000 124.420 21.390 0.000000 127.530 21.130 0.000000 131.640 20.850 0.000000 135.750 20.630 0.000000 139.810 20.470 0.000000 143.920 20.360 0.000000 147.990 20.290 0.000000 157.420 20.230 0.000000 170.990 20.220 0.000000 184.570 20.370 0.000000 189.110 20.390 0.000000 193.660 20.340 0.000000 201.050 20.180 0.000000 207.060 19.960 0.000000 215.020 19.900 0.000000 218.700 19.910 0.000000 225.480 20.010 0.000000 231.280 20.050 0.000000 235.990 20.040 0.000000 246.980 20.190 0.000000 251.610 20.220 0.000000 262.070 20.420 0.000000 270.070 20.620 0.000000 284.260 20.860 0.000000 288.750 20.880 0.000000 293.210 20.860 0.000000 297.660 20.990 0.000000 302.120 21.180 0.000000 306.570 20.880 0.000000 310.330 20.740 0.000000 314.050 20.670 0.000000 318.420 20.480 0.000000 322.790 20.130 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 695 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 327.160 20.050 0.000000 331.520 20.280 0.000000 335.850 20.290 0.000000 339.050 20.260 0.000000 342.250 20.190 0.000000 345.880 20.360 0.000000 349.510 20.640 0.000000 353.150 20.950 0.000000 356.040 21.090 0.000000 358.940 21.070 0.000000 362.620 21.090 0.000000 366.290 21.010 0.000000 370.320 20.700 0.000000 374.680 20.540 0.000000 377.970 20.360 0.000000 382.120 20.330 0.000000 386.270 20.360 0.000000 390.300 20.420 0.000000 394.100 20.650 0.000000 397.860 20.970 0.000000 406.210 21.750 0.000000 409.890 22.040 0.000000 413.000 22.250 0.000000 416.110 22.400 0.000000 420.180 22.560 0.000000 424.290 22.880 0.000000 432.460 22.880 0.000000 --------------------------------------------------------------------- Name: XA0230D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.880 0.000000 8.560 22.810 0.000000 12.230 22.800 0.000000 25.470 22.930 0.000000 28.590 23.080 0.000000 34.410 23.440 0.000000 37.070 23.510 0.000000 44.410 23.790 0.000000 47.570 23.760 0.000000 52.040 23.640 0.000000 55.880 23.570 0.000000 59.760 23.540 0.000000 67.440 23.520 0.000000 71.280 23.550 0.000000 79.580 23.550 0.000000 83.420 23.560 0.000000 91.310 23.650 0.000000 98.820 23.800 0.000000 107.460 23.920 0.000000 114.760 24.060 0.000000 118.930 24.170 0.000000 127.200 24.350 0.000000 138.590 24.570 0.000000 142.970 24.760 0.000000 150.400 24.990 0.000000 154.660 25.000 0.000000 158.920 25.180 0.000000 163.180 25.470 0.000000 167.010 25.620 0.000000 170.890 25.880 0.000000 174.980 26.350 0.000000 179.920 26.450 0.000000 183.040 26.380 0.000000 186.160 26.260 0.000000 188.820 26.230 0.000000 191.470 26.110 0.000000 195.350 26.090 0.000000 199.230 26.220 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 696 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 207.500 26.720 0.000000 211.890 26.570 0.000000 216.230 26.480 0.000000 219.140 26.490 0.000000 230.440 26.330 0.000000 233.730 26.250 0.000000 237.740 26.090 0.000000 243.770 25.720 0.000000 252.500 25.480 0.000000 257.440 25.400 0.000000 267.770 25.150 0.000000 271.480 25.090 0.000000 275.150 25.090 0.000000 278.860 25.180 0.000000 281.600 25.300 0.000000 284.390 25.390 0.000000 289.280 25.450 0.000000 294.170 25.560 0.000000 299.110 25.810 0.000000 302.100 25.880 0.000000 305.140 25.800 0.000000 323.520 26.120 0.000000 329.680 26.150 0.000000 333.730 26.190 0.000000 337.570 26.170 0.000000 341.450 26.210 0.000000 353.890 26.190 0.000000 357.850 26.240 0.000000 361.730 26.230 0.000000 365.570 26.280 0.000000 373.290 26.330 0.000000 377.130 26.320 0.000000 381.140 26.260 0.000000 389.530 26.320 0.000000 401.380 26.290 0.000000 405.720 26.350 0.000000 413.150 26.230 0.000000 421.750 26.290 0.000000 --------------------------------------------------------------------- Name: XA0250D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 25.210 0.000000 12.230 25.280 0.000000 19.990 25.260 0.000000 32.040 25.320 0.000000 35.880 25.380 0.000000 43.730 25.320 0.000000 47.930 25.330 0.000000 52.130 25.300 0.000000 63.910 25.410 0.000000 67.620 25.370 0.000000 71.300 25.290 0.000000 75.650 25.330 0.000000 84.050 25.330 0.000000 87.490 25.420 0.000000 91.660 25.450 0.000000 95.830 25.350 0.000000 100.480 25.430 0.000000 104.620 25.320 0.000000 112.890 25.190 0.000000 129.050 25.200 0.000000 136.450 25.120 0.000000 144.090 25.100 0.000000 152.580 25.110 0.000000 156.740 24.990 0.000000 160.910 24.920 0.000000 164.200 24.990 0.000000 168.010 25.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 697 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 171.990 25.100 0.000000 176.130 25.080 0.000000 180.240 25.020 0.000000 187.640 25.010 0.000000 190.900 24.920 0.000000 194.490 24.970 0.000000 205.280 25.180 0.000000 209.560 25.170 0.000000 213.850 25.050 0.000000 221.740 25.090 0.000000 229.130 25.040 0.000000 232.850 24.990 0.000000 237.590 25.000 0.000000 245.990 24.870 0.000000 250.310 24.920 0.000000 257.710 24.880 0.000000 262.050 24.960 0.000000 269.420 25.010 0.000000 273.770 25.070 0.000000 282.170 24.980 0.000000 286.150 25.040 0.000000 289.990 25.030 0.000000 302.010 25.210 0.000000 --------------------------------------------------------------------- Name: XA0250E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 32.450 0.000000 3.930 32.360 0.000000 7.990 32.250 0.000000 12.870 32.100 0.000000 17.880 31.890 0.000000 22.890 31.770 0.000000 27.760 31.610 0.000000 32.770 31.410 0.000000 37.650 31.260 0.000000 42.660 31.120 0.000000 47.540 30.970 0.000000 52.550 30.870 0.000000 57.420 30.730 0.000000 62.430 30.630 0.000000 66.900 30.550 0.000000 71.240 30.470 0.000000 75.700 30.340 0.000000 80.170 30.280 0.000000 84.370 30.190 0.000000 88.570 30.180 0.000000 92.900 30.080 0.000000 97.100 29.960 0.000000 101.300 29.860 0.000000 105.630 29.780 0.000000 110.100 29.770 0.000000 114.440 29.640 0.000000 118.910 29.640 0.000000 123.380 29.580 0.000000 127.030 29.520 0.000000 130.820 29.440 0.000000 135.020 29.370 0.000000 139.220 29.350 0.000000 143.420 29.320 0.000000 147.620 29.220 0.000000 151.410 29.170 0.000000 155.340 29.050 0.000000 159.130 29.000 0.000000 163.060 28.940 0.000000 167.800 28.810 0.000000 172.670 28.730 0.000000 177.550 28.630 0.000000 182.420 28.570 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 698 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 187.300 28.460 0.000000 192.170 28.380 0.000000 197.050 28.270 0.000000 201.920 28.230 0.000000 206.800 28.120 0.000000 211.540 27.950 0.000000 216.420 27.890 0.000000 221.290 27.810 0.000000 226.170 27.780 0.000000 231.040 27.660 0.000000 235.920 27.560 0.000000 240.790 27.420 0.000000 244.720 27.290 0.000000 248.650 27.230 0.000000 252.570 27.220 0.000000 256.500 27.080 0.000000 261.110 26.980 0.000000 265.850 27.000 0.000000 270.590 26.930 0.000000 275.330 26.890 0.000000 280.070 26.950 0.000000 284.400 26.870 0.000000 288.730 26.860 0.000000 293.340 26.750 0.000000 298.080 26.630 0.000000 302.820 26.570 0.000000 307.560 26.370 0.000000 312.300 26.240 0.000000 317.040 26.300 0.000000 321.910 26.310 0.000000 326.650 26.320 0.000000 331.530 26.180 0.000000 336.410 26.080 0.000000 341.150 26.010 0.000000 346.020 25.980 0.000000 350.900 26.020 0.000000 355.640 26.090 0.000000 360.510 26.180 0.000000 365.390 26.120 0.000000 370.130 26.140 0.000000 375.000 25.950 0.000000 378.660 25.960 0.000000 382.320 25.950 0.000000 385.970 25.860 0.000000 390.310 25.810 0.000000 394.640 25.800 0.000000 398.970 25.850 0.000000 403.310 25.850 0.000000 408.320 25.830 0.000000 413.330 25.730 0.000000 418.200 25.780 0.000000 423.220 25.680 0.000000 428.230 25.700 0.000000 433.100 25.710 0.000000 438.110 25.610 0.000000 443.120 25.550 0.000000 448.000 25.530 0.000000 453.010 25.630 0.000000 458.020 25.660 0.000000 462.900 25.680 0.000000 467.910 25.690 0.000000 472.920 25.740 0.000000 477.790 25.790 0.000000 482.800 25.730 0.000000 487.680 25.670 0.000000 492.690 25.630 0.000000 497.700 25.690 0.000000 502.580 25.530 0.000000 507.590 25.360 0.000000 512.600 25.310 0.000000 517.470 25.160 0.000000 522.480 25.270 0.000000 527.500 25.280 0.000000 532.370 25.300 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 699 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 537.380 25.290 0.000000 542.390 25.290 0.000000 547.270 25.300 0.000000 552.280 25.250 0.000000 557.290 25.240 0.000000 562.170 25.290 0.000000 567.180 25.270 0.000000 572.050 25.250 0.000000 577.060 25.210 0.000000 582.070 25.240 0.000000 586.950 25.270 0.000000 590.880 25.200 0.000000 594.670 25.130 0.000000 598.460 25.100 0.000000 602.390 25.240 0.000000 606.310 25.160 0.000000 610.240 25.050 0.000000 614.980 25.000 0.000000 618.910 25.030 0.000000 622.840 25.020 0.000000 626.900 25.030 0.000000 630.830 24.960 0.000000 635.570 25.000 0.000000 640.440 25.040 0.000000 645.180 25.020 0.000000 649.920 25.050 0.000000 654.660 25.100 0.000000 659.400 25.120 0.000000 664.140 25.130 0.000000 669.020 25.130 0.000000 673.760 25.160 0.000000 678.500 25.110 0.000000 683.240 25.040 0.000000 687.980 25.030 0.000000 692.310 25.050 0.000000 696.650 25.030 0.000000 700.840 25.030 0.000000 705.180 25.020 0.000000 710.190 25.010 0.000000 715.200 25.030 0.000000 720.080 25.080 0.000000 724.410 25.010 0.000000 728.740 24.980 0.000000 733.080 24.940 0.000000 737.000 24.940 0.000000 740.930 25.040 0.000000 744.860 25.150 0.000000 748.790 25.170 0.000000 753.120 25.150 0.000000 757.590 25.090 0.000000 761.920 25.070 0.000000 766.390 25.160 0.000000 771.000 25.010 0.000000 775.190 24.730 0.000000 779.390 24.690 0.000000 783.460 24.720 0.000000 787.650 24.660 0.000000 792.390 24.660 0.000000 797.130 24.690 0.000000 801.740 24.680 0.000000 806.480 24.650 0.000000 810.810 24.640 0.000000 815.280 24.650 0.000000 819.620 24.630 0.000000 824.080 24.620 0.000000 828.550 24.580 0.000000 832.750 24.510 0.000000 836.950 24.530 0.000000 841.150 24.440 0.000000 845.350 24.410 0.000000 850.220 24.410 0.000000 855.230 24.450 0.000000 860.110 24.410 0.000000 864.980 24.350 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 700 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 869.450 24.330 0.000000 873.920 24.370 0.000000 878.260 24.350 0.000000 882.730 24.310 0.000000 887.600 24.300 0.000000 892.480 24.280 0.000000 897.220 24.300 0.000000 902.090 24.280 0.000000 906.970 24.320 0.000000 911.840 24.280 0.000000 916.040 24.180 0.000000 920.240 24.160 0.000000 924.300 24.240 0.000000 928.500 24.390 0.000000 931.750 24.450 0.000000 935.140 24.340 0.000000 939.060 24.300 0.000000 943.130 24.240 0.000000 947.050 24.280 0.000000 951.390 24.290 0.000000 955.860 24.210 0.000000 960.330 24.280 0.000000 965.070 24.240 0.000000 969.810 24.220 0.000000 974.820 24.300 0.000000 979.690 24.280 0.000000 984.700 24.280 0.000000 989.710 24.200 0.000000 994.720 24.270 0.000000 998.920 24.250 0.000000 1002.990 24.260 0.000000 1006.640 24.240 0.000000 1010.430 24.210 0.000000 1014.090 24.180 0.000000 1018.290 24.170 0.000000 1022.620 24.150 0.000000 1026.820 24.150 0.000000 1031.160 24.090 0.000000 1035.900 24.170 0.000000 1040.770 24.170 0.000000 1045.650 24.130 0.000000 1050.520 24.120 0.000000 1055.260 24.190 0.000000 1060.140 24.180 0.000000 1065.010 24.170 0.000000 1069.750 24.120 0.000000 1074.630 24.080 0.000000 1078.960 24.110 0.000000 1083.300 24.070 0.000000 1087.760 24.060 0.000000 1092.500 24.010 0.000000 1097.240 24.060 0.000000 1101.980 24.170 0.000000 1106.860 24.300 0.000000 1111.600 24.230 0.000000 1116.340 24.200 0.000000 1121.080 24.220 0.000000 1125.960 24.150 0.000000 1130.700 24.210 0.000000 1135.440 24.270 0.000000 1140.180 24.370 0.000000 1145.050 24.340 0.000000 1149.250 24.300 0.000000 1153.450 24.290 0.000000 1157.780 24.380 0.000000 1161.980 24.330 0.000000 1166.180 24.280 0.000000 1170.510 24.240 0.000000 1175.250 24.350 0.000000 1179.860 24.400 0.000000 1184.600 24.410 0.000000 1189.340 24.470 0.000000 1194.080 24.470 0.000000 1198.950 24.460 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 701 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1203.830 24.420 0.000000 1208.430 24.390 0.000000 1212.900 24.430 0.000000 1217.370 24.390 0.000000 1221.840 24.390 0.000000 1226.310 24.430 0.000000 1230.640 24.480 0.000000 1234.980 24.400 0.000000 1239.310 24.440 0.000000 1243.780 24.610 0.000000 1248.250 24.600 0.000000 1252.720 24.560 0.000000 1257.460 24.580 0.000000 1262.330 24.720 0.000000 1267.210 24.780 0.000000 1271.810 24.750 0.000000 1276.550 24.800 0.000000 1281.290 25.000 0.000000 1284.950 24.940 0.000000 1288.470 24.940 0.000000 1292.130 25.040 0.000000 1295.650 25.000 0.000000 1299.300 25.040 0.000000 1303.640 25.000 0.000000 1308.110 24.990 0.000000 1312.580 24.990 0.000000 1317.050 24.900 0.000000 1321.510 24.880 0.000000 1325.850 24.810 0.000000 1330.590 25.050 0.000000 1335.330 25.010 0.000000 1340.070 25.030 0.000000 1344.810 25.130 0.000000 1349.550 25.250 0.000000 1354.290 25.210 0.000000 --------------------------------------------------------------------- Name: XA0270B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 27.570 0.000000 4.930 27.720 0.000000 9.870 27.680 0.000000 14.790 27.920 0.000000 19.000 28.190 0.000000 23.190 28.180 0.000000 27.390 28.180 0.000000 31.890 28.400 0.000000 36.390 28.220 0.000000 40.900 27.820 0.000000 45.400 27.730 0.000000 49.900 28.140 0.000000 54.400 28.530 0.000000 58.900 28.210 0.000000 63.400 28.390 0.000000 67.850 28.110 0.000000 72.290 27.770 0.000000 76.720 27.590 0.000000 81.100 27.510 0.000000 85.480 27.430 0.000000 89.860 27.350 0.000000 94.230 27.200 0.000000 98.610 27.250 0.000000 102.990 27.390 0.000000 107.360 27.390 0.000000 111.740 27.290 0.000000 --------------------------------------------------------------------- Name: XA0270C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 702 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.400 0.120000 5.000 23.400 0.120000 10.000 23.400 0.120000 15.000 23.200 0.120000 20.000 22.500 0.050000 25.000 22.500 0.050000 30.000 23.100 0.050000 35.000 23.400 0.120000 40.000 23.500 0.120000 45.000 23.600 0.120000 50.000 23.700 0.120000 --------------------------------------------------------------------- Name: XA0290B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 28.010 0.000000 3.940 27.990 0.000000 7.780 27.930 0.000000 11.720 27.930 0.000000 15.020 27.940 0.000000 18.220 28.000 0.000000 22.160 27.960 0.000000 25.990 27.830 0.000000 29.940 27.750 0.000000 33.770 27.770 0.000000 38.560 27.840 0.000000 43.470 27.740 0.000000 48.260 27.680 0.000000 52.950 27.740 0.000000 57.630 27.700 0.000000 62.430 27.690 0.000000 67.120 27.660 0.000000 71.800 27.590 0.000000 76.170 27.630 0.000000 80.540 27.680 0.000000 85.230 27.600 0.000000 89.910 27.570 0.000000 94.600 27.590 0.000000 99.390 27.580 0.000000 104.080 27.610 0.000000 107.810 27.550 0.000000 111.540 27.530 0.000000 115.160 27.540 0.000000 118.680 27.530 0.000000 122.190 27.520 0.000000 126.880 27.480 0.000000 131.570 27.490 0.000000 136.260 27.500 0.000000 140.940 27.470 0.000000 144.460 27.480 0.000000 148.080 27.480 0.000000 151.600 27.510 0.000000 155.540 27.470 0.000000 159.370 27.470 0.000000 163.310 27.480 0.000000 167.680 27.470 0.000000 172.050 27.480 0.000000 176.310 27.550 0.000000 180.680 27.580 0.000000 184.940 27.590 0.000000 189.200 27.530 0.000000 193.460 27.550 0.000000 197.620 27.600 0.000000 201.560 27.580 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 703 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 205.500 27.580 0.000000 209.440 27.640 0.000000 214.450 27.650 0.000000 219.350 27.690 0.000000 224.360 27.660 0.000000 229.260 27.690 0.000000 233.840 27.700 0.000000 238.420 27.700 0.000000 242.890 27.700 0.000000 247.480 27.750 0.000000 252.060 27.810 0.000000 256.640 27.780 0.000000 261.110 27.780 0.000000 265.370 27.780 0.000000 269.630 27.800 0.000000 273.900 27.790 0.000000 278.160 27.710 0.000000 282.420 27.580 0.000000 286.570 27.560 0.000000 291.370 27.520 0.000000 296.050 27.640 0.000000 300.850 27.600 0.000000 305.540 27.610 0.000000 310.330 27.520 0.000000 315.020 27.530 0.000000 319.810 27.500 0.000000 324.500 27.460 0.000000 329.290 27.460 0.000000 333.550 27.460 0.000000 337.810 27.430 0.000000 342.080 27.400 0.000000 346.230 27.470 0.000000 350.490 27.570 0.000000 354.750 27.690 0.000000 359.230 27.570 0.000000 363.600 27.460 0.000000 368.070 27.410 0.000000 372.440 27.430 0.000000 376.170 27.420 0.000000 380.000 27.440 0.000000 384.370 27.510 0.000000 388.840 27.540 0.000000 393.210 27.480 0.000000 397.690 27.460 0.000000 401.950 27.570 0.000000 406.210 27.680 0.000000 410.360 27.730 0.000000 414.620 27.720 0.000000 418.890 27.710 0.000000 423.150 27.760 0.000000 427.830 27.830 0.000000 432.630 27.810 0.000000 437.320 27.740 0.000000 442.110 27.770 0.000000 446.800 27.810 0.000000 451.590 27.870 0.000000 456.280 27.910 0.000000 461.070 27.920 0.000000 465.760 28.110 0.000000 470.020 28.100 0.000000 474.280 28.170 0.000000 478.540 28.250 0.000000 482.810 28.270 0.000000 487.070 28.330 0.000000 491.330 28.410 0.000000 495.700 28.480 0.000000 500.170 28.590 0.000000 504.540 28.710 0.000000 509.010 28.750 0.000000 513.270 28.810 0.000000 517.540 28.940 0.000000 521.690 29.030 0.000000 525.950 29.110 0.000000 530.210 29.170 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 704 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 534.470 29.230 0.000000 539.160 29.370 0.000000 543.960 29.470 0.000000 548.640 29.690 0.000000 553.440 29.900 0.000000 558.120 29.900 0.000000 562.920 29.870 0.000000 567.610 29.850 0.000000 572.400 30.000 0.000000 577.090 30.150 0.000000 581.350 30.400 0.000000 585.610 30.640 0.000000 589.870 30.760 0.000000 594.130 30.840 0.000000 598.390 30.890 0.000000 602.650 31.000 0.000000 607.340 31.090 0.000000 612.140 31.200 0.000000 616.820 31.310 0.000000 621.620 31.360 0.000000 626.310 31.520 0.000000 631.100 31.600 0.000000 635.790 31.590 0.000000 640.580 31.770 0.000000 645.270 31.870 0.000000 649.530 31.990 0.000000 653.790 32.140 0.000000 658.050 32.290 0.000000 662.310 32.420 0.000000 666.470 32.540 0.000000 670.730 32.690 0.000000 675.520 32.830 0.000000 680.210 32.930 0.000000 685.000 33.110 0.000000 689.690 33.270 0.000000 694.490 33.440 0.000000 699.170 33.580 0.000000 703.970 33.690 0.000000 708.650 33.870 0.000000 713.450 34.080 0.000000 717.710 34.210 0.000000 721.970 34.410 0.000000 726.130 34.350 0.000000 730.390 34.470 0.000000 734.650 34.620 0.000000 738.910 34.830 0.000000 743.600 34.890 0.000000 748.390 35.020 0.000000 753.080 35.170 0.000000 757.870 35.330 0.000000 762.560 35.420 0.000000 767.350 35.550 0.000000 772.150 35.680 0.000000 776.840 35.830 0.000000 781.630 35.980 0.000000 785.780 36.090 0.000000 790.050 36.230 0.000000 794.310 36.350 0.000000 798.570 36.470 0.000000 802.830 36.530 0.000000 807.090 36.630 0.000000 811.780 36.750 0.000000 816.570 36.840 0.000000 821.260 37.020 0.000000 826.050 37.150 0.000000 830.740 37.200 0.000000 835.540 37.290 0.000000 840.220 37.420 0.000000 845.020 37.530 0.000000 849.700 37.630 0.000000 853.970 37.710 0.000000 858.230 37.800 0.000000 862.490 37.930 0.000000 866.750 38.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 705 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 870.900 38.120 0.000000 875.170 38.270 0.000000 879.960 38.340 0.000000 884.650 38.420 0.000000 889.440 38.510 0.000000 894.130 38.630 0.000000 898.920 38.750 0.000000 903.610 38.850 0.000000 908.400 38.960 0.000000 913.090 39.060 0.000000 917.880 39.170 0.000000 922.150 39.260 0.000000 926.410 39.380 0.000000 930.560 39.420 0.000000 934.820 39.480 0.000000 939.080 39.540 0.000000 943.350 39.540 0.000000 947.820 39.600 0.000000 952.190 39.810 0.000000 956.660 39.950 0.000000 961.030 40.060 0.000000 965.290 40.210 0.000000 969.550 40.370 0.000000 973.810 40.380 0.000000 978.080 40.540 0.000000 982.230 40.520 0.000000 986.490 40.540 0.000000 991.290 40.610 0.000000 995.970 40.790 0.000000 1000.770 40.890 0.000000 1005.450 41.020 0.000000 1010.250 41.120 0.000000 1014.940 41.220 0.000000 1019.730 41.320 0.000000 1024.420 41.440 0.000000 1029.210 41.500 0.000000 1033.580 41.540 0.000000 1037.950 41.650 0.000000 1042.210 41.720 0.000000 1046.580 41.870 0.000000 1050.940 41.990 0.000000 1055.310 42.070 0.000000 1058.610 42.140 0.000000 1062.020 42.260 0.000000 1065.330 42.270 0.000000 --------------------------------------------------------------------- Name: XA0290C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 28.000 0.000000 11.000 27.500 0.000000 150.000 27.500 0.000000 --------------------------------------------------------------------- Name: XA0300B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 35.380 0.000000 3.710 35.060 0.000000 8.710 34.440 0.000000 13.710 34.440 0.000000 21.210 34.070 0.000000 23.710 33.460 0.000000 28.710 31.810 0.000000 33.710 30.750 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 706 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 38.710 29.930 0.000000 43.710 29.890 0.000000 48.710 30.170 0.000000 53.710 30.250 0.000000 61.210 29.880 0.000000 64.890 29.790 0.000000 72.390 29.650 0.000000 75.310 29.700 0.000000 80.310 29.670 0.000000 85.310 29.660 0.000000 90.310 29.660 0.000000 95.310 29.670 0.000000 100.310 29.920 0.000000 102.810 30.070 0.000000 105.920 29.930 0.000000 110.920 29.620 0.000000 115.920 29.440 0.000000 120.920 29.270 0.000000 123.420 29.430 0.000000 126.730 29.570 0.000000 131.730 29.260 0.000000 136.730 29.140 0.000000 139.230 29.120 0.000000 142.350 29.090 0.000000 147.350 29.070 0.000000 152.350 29.250 0.000000 159.850 29.140 0.000000 163.750 28.900 0.000000 168.750 28.900 0.000000 173.750 28.900 0.000000 178.750 28.900 0.000000 183.750 28.900 0.000000 188.750 29.380 0.000000 193.750 29.720 0.000000 196.250 29.770 0.000000 199.560 29.720 0.000000 204.560 29.530 0.000000 212.060 29.340 0.000000 216.180 29.050 0.000000 221.180 28.990 0.000000 226.180 28.900 0.000000 231.180 28.900 0.000000 236.180 29.650 0.000000 243.680 29.180 0.000000 247.000 28.900 0.000000 252.000 28.900 0.000000 257.000 28.900 0.000000 259.500 28.900 0.000000 260.020 28.900 0.000000 265.020 28.900 0.000000 270.020 29.200 0.000000 275.020 29.330 0.000000 277.520 29.680 0.000000 280.020 29.520 0.000000 285.020 29.510 0.000000 292.520 29.770 0.000000 296.200 29.800 0.000000 303.700 29.420 0.000000 --------------------------------------------------------------------- Name: XA0310B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 35.290 0.000000 4.200 35.200 0.000000 8.990 35.400 0.000000 12.660 35.420 0.000000 20.010 35.270 0.000000 22.710 35.400 0.000000 29.580 35.510 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 707 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.680 35.540 0.000000 41.950 35.490 0.000000 46.200 35.520 0.000000 49.390 35.610 0.000000 52.430 35.530 0.000000 60.170 35.630 0.000000 69.980 35.910 0.000000 72.730 36.020 0.000000 75.490 35.780 0.000000 79.640 35.720 0.000000 92.010 35.870 0.000000 96.120 35.850 0.000000 104.390 35.910 0.000000 108.490 35.770 0.000000 111.200 35.950 0.000000 117.630 35.940 0.000000 121.300 35.980 0.000000 124.970 36.050 0.000000 127.680 36.020 0.000000 130.390 36.090 0.000000 134.490 36.270 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37.960 0.000000 433.490 37.920 0.000000 436.340 38.000 0.000000 444.610 38.080 0.000000 448.720 38.050 0.000000 453.790 38.050 0.000000 457.460 38.160 0.000000 461.140 38.220 0.000000 464.810 38.240 0.000000 467.850 38.250 0.000000 475.010 38.140 0.000000 479.160 38.230 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 708 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 483.270 38.210 0.000000 --------------------------------------------------------------------- Name: XA0330B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.310 0.000000 9.470 34.160 0.000000 18.930 33.950 0.000000 23.670 33.870 0.000000 28.340 33.840 0.000000 33.080 33.740 0.000000 38.090 33.570 0.000000 47.050 33.410 0.000000 50.720 33.300 0.000000 59.110 32.950 0.000000 62.890 32.890 0.000000 66.660 32.890 0.000000 78.270 32.830 0.000000 82.160 32.690 0.000000 89.940 32.680 0.000000 94.560 32.610 0.000000 103.740 32.580 0.000000 106.950 32.550 0.000000 110.840 32.450 0.000000 118.790 32.150 0.000000 131.130 32.010 0.000000 138.290 31.870 0.000000 146.740 31.960 0.000000 154.680 31.880 0.000000 158.060 31.760 0.000000 162.120 31.540 0.000000 347.010 33.220 0.000000 359.350 33.670 0.000000 362.060 33.840 0.000000 365.940 34.180 0.000000 370.060 34.270 0.000000 374.230 34.170 0.000000 378.400 34.170 0.000000 382.510 34.310 0.000000 386.680 34.600 0.000000 391.130 35.230 0.000000 395.020 35.510 0.000000 398.400 35.670 0.000000 402.570 35.750 0.000000 410.910 35.970 0.000000 415.250 36.120 0.000000 420.150 36.310 0.000000 429.960 36.840 0.000000 434.860 36.810 0.000000 443.370 36.300 0.000000 446.980 36.200 0.000000 451.990 36.270 0.000000 455.880 36.240 0.000000 459.770 36.570 0.000000 463.660 37.250 0.000000 467.490 38.260 0.000000 471.320 39.510 0.000000 475.320 41.450 0.000000 478.530 42.250 0.000000 482.980 43.260 0.000000 486.310 43.380 0.000000 490.370 42.070 0.000000 494.420 39.700 0.000000 498.480 37.900 0.000000 503.330 37.950 0.000000 507.550 38.060 0.000000 511.780 38.410 0.000000 515.720 38.640 0.000000 522.660 38.330 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 709 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 526.210 38.480 0.000000 529.140 38.480 0.000000 532.010 38.440 0.000000 536.630 38.520 0.000000 541.200 38.670 0.000000 544.800 38.750 0.000000 548.070 38.770 0.000000 551.340 38.860 0.000000 555.170 39.580 0.000000 559.060 40.560 0.000000 563.510 40.870 0.000000 --------------------------------------------------------------------- Name: XA0330C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 38.610 0.000000 4.580 38.590 0.000000 9.150 38.420 0.000000 13.700 38.240 0.000000 18.570 38.190 0.000000 23.420 38.170 0.000000 27.160 38.400 0.000000 30.940 38.890 0.000000 34.710 39.300 0.000000 38.460 39.470 0.000000 42.500 39.660 0.000000 46.540 39.770 0.000000 50.550 39.910 0.000000 53.260 39.900 0.000000 55.930 39.870 0.000000 59.850 39.860 0.000000 63.780 39.590 0.000000 67.700 39.460 0.000000 71.180 39.450 0.000000 74.650 39.440 0.000000 79.020 39.420 0.000000 83.390 39.310 0.000000 87.170 39.240 0.000000 90.970 39.160 0.000000 94.740 39.110 0.000000 99.710 38.970 0.000000 104.670 38.750 0.000000 109.600 38.630 0.000000 114.570 38.670 0.000000 119.530 38.400 0.000000 124.490 38.280 0.000000 129.450 38.080 0.000000 134.420 37.830 0.000000 137.420 37.630 0.000000 140.390 37.490 0.000000 145.240 37.350 0.000000 150.080 37.360 0.000000 154.890 37.350 0.000000 158.610 37.250 0.000000 162.320 37.250 0.000000 165.710 37.230 0.000000 169.070 37.170 0.000000 172.460 37.110 0.000000 176.890 36.910 0.000000 181.340 36.630 0.000000 185.800 36.430 0.000000 190.230 36.460 0.000000 194.690 36.370 0.000000 199.120 36.240 0.000000 203.570 36.130 0.000000 207.730 36.020 0.000000 211.920 35.900 0.000000 216.090 35.840 0.000000 220.250 35.770 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 710 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 224.290 35.780 0.000000 228.330 35.720 0.000000 232.370 35.640 0.000000 236.410 35.650 0.000000 240.420 35.540 0.000000 245.240 35.450 0.000000 250.020 35.390 0.000000 254.810 35.270 0.000000 259.620 35.130 0.000000 264.410 35.010 0.000000 269.370 34.920 0.000000 274.330 34.710 0.000000 278.080 34.640 0.000000 281.820 34.520 0.000000 285.390 34.440 0.000000 288.960 34.400 0.000000 292.490 34.400 0.000000 297.190 34.310 0.000000 --------------------------------------------------------------------- Name: XA0370B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 39.800 0.000000 3.600 39.800 0.000000 8.850 39.800 0.000000 14.090 39.800 0.000000 19.330 39.800 0.000000 24.190 39.800 0.000000 29.040 39.800 0.000000 33.900 39.800 0.000000 39.380 39.800 0.000000 44.880 39.800 0.000000 50.360 39.800 0.000000 56.910 39.800 0.000000 63.470 39.821 0.000000 70.010 40.108 0.000000 76.560 40.269 0.000000 83.110 40.385 0.000000 88.730 40.449 0.000000 94.350 40.467 0.000000 99.960 40.536 0.000000 105.570 40.752 0.000000 112.160 40.839 0.000000 118.730 40.550 0.000000 125.290 40.673 0.000000 131.860 40.794 0.000000 138.430 40.855 0.000000 145.000 40.930 0.000000 --------------------------------------------------------------------- Name: XA0380B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 41.320 0.000000 4.530 41.170 0.000000 8.190 41.280 0.000000 11.990 40.780 0.000000 15.790 40.180 0.000000 20.190 41.150 0.000000 28.340 41.240 0.000000 32.100 41.320 0.000000 36.190 41.340 0.000000 41.060 41.400 0.000000 50.820 41.250 0.000000 58.000 41.200 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 711 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 73.220 40.930 0.000000 --------------------------------------------------------------------- Name: XA0380C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 40.930 0.000000 3.880 40.910 0.000000 7.770 40.880 0.000000 11.650 40.880 0.000000 15.530 40.850 0.000000 20.060 40.810 0.000000 24.590 40.810 0.000000 29.120 40.760 0.000000 33.080 40.710 0.000000 37.030 40.720 0.000000 41.060 40.790 0.000000 45.060 40.780 0.000000 49.070 40.820 0.000000 53.090 40.840 0.000000 57.090 40.860 0.000000 61.910 40.940 0.000000 66.730 40.910 0.000000 71.550 40.980 0.000000 76.390 41.010 0.000000 81.210 41.010 0.000000 86.030 40.990 0.000000 90.840 41.000 0.000000 95.330 41.020 0.000000 99.810 41.020 0.000000 103.880 41.020 0.000000 107.930 41.020 0.000000 111.980 41.060 0.000000 116.060 41.100 0.000000 120.110 41.120 0.000000 124.060 41.140 0.000000 128.020 41.160 0.000000 132.000 41.160 0.000000 135.950 41.130 0.000000 140.890 41.130 0.000000 145.810 41.170 0.000000 150.740 41.170 0.000000 155.660 41.190 0.000000 160.590 41.200 0.000000 165.510 41.230 0.000000 170.450 41.240 0.000000 175.360 41.300 0.000000 180.270 41.370 0.000000 185.210 41.530 0.000000 190.120 41.790 0.000000 195.060 41.840 0.000000 199.980 41.860 0.000000 204.910 41.940 0.000000 209.830 42.070 0.000000 214.760 42.200 0.000000 219.680 42.350 0.000000 222.220 42.450 0.000000 224.740 42.520 0.000000 229.150 42.410 0.000000 233.580 42.420 0.000000 236.650 42.470 0.000000 239.690 42.470 0.000000 --------------------------------------------------------------------- Name: XA0400C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 712 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- 0.000 43.860 0.000000 5.020 43.840 0.000000 9.960 43.750 0.000000 14.980 43.770 0.000000 19.920 43.930 0.000000 24.940 44.150 0.000000 29.880 44.230 0.000000 34.900 44.150 0.000000 39.910 44.160 0.000000 48.970 43.940 0.000000 53.570 44.010 0.000000 58.090 43.900 0.000000 67.290 44.000 0.000000 71.890 43.800 0.000000 76.550 43.940 0.000000 85.820 43.850 0.000000 90.410 43.870 0.000000 99.680 43.820 0.000000 104.350 43.900 0.000000 108.940 43.790 0.000000 113.610 43.360 0.000000 118.210 43.030 0.000000 135.000 42.930 0.000000 143.560 42.980 0.000000 147.600 42.940 0.000000 155.610 42.920 0.000000 159.650 42.940 0.000000 162.370 42.990 0.000000 165.090 42.980 0.000000 170.100 42.900 0.000000 174.910 42.960 0.000000 179.780 42.870 0.000000 184.590 42.880 0.000000 188.070 42.940 0.000000 191.560 43.040 0.000000 196.920 43.100 0.000000 199.640 43.230 0.000000 202.280 43.300 0.000000 209.670 43.180 0.000000 219.350 43.070 0.000000 228.960 43.110 0.000000 233.840 43.090 0.000000 243.450 43.010 0.000000 248.260 43.020 0.000000 253.130 43.140 0.000000 257.940 43.180 0.000000 262.750 43.020 0.000000 277.230 43.060 0.000000 282.040 42.980 0.000000 291.720 43.050 0.000000 296.530 43.120 0.000000 301.340 43.250 0.000000 306.210 43.410 0.000000 311.020 43.440 0.000000 315.820 43.530 0.000000 325.510 43.490 0.000000 340.000 43.580 0.000000 348.700 43.700 0.000000 352.600 43.710 0.000000 360.200 43.670 0.000000 364.580 43.710 0.000000 371.690 43.690 0.000000 374.480 43.630 0.000000 380.950 43.670 0.000000 385.550 43.580 0.000000 389.590 43.620 0.000000 398.230 43.590 0.000000 406.940 43.630 0.000000 411.250 43.560 0.000000 415.570 43.440 0.000000 420.590 43.410 0.000000 425.600 43.410 0.000000 430.550 43.460 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 713 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 435.570 43.550 0.000000 440.510 43.570 0.000000 445.530 43.450 0.000000 450.540 43.610 0.000000 454.020 43.630 0.000000 457.510 43.700 0.000000 461.620 43.620 0.000000 475.410 43.610 0.000000 485.370 43.790 0.000000 490.320 43.800 0.000000 500.280 43.960 0.000000 505.220 44.080 0.000000 510.170 44.120 0.000000 515.110 44.060 0.000000 520.130 44.170 0.000000 525.070 44.330 0.000000 530.020 44.460 0.000000 549.870 44.640 0.000000 554.890 44.650 0.000000 559.830 44.750 0.000000 569.720 44.870 0.000000 574.740 44.890 0.000000 579.690 44.860 0.000000 583.930 44.800 0.000000 588.250 44.820 0.000000 592.500 44.910 0.000000 596.820 44.970 0.000000 605.390 44.980 0.000000 614.720 45.190 0.000000 619.390 45.170 0.000000 624.130 45.110 0.000000 633.600 45.230 0.000000 638.480 45.330 0.000000 648.160 45.190 0.000000 652.960 45.060 0.000000 657.840 44.800 0.000000 662.650 44.800 0.000000 667.520 45.140 0.000000 672.330 45.260 0.000000 677.210 45.260 0.000000 682.010 45.350 0.000000 691.690 45.380 0.000000 696.570 45.450 0.000000 --------------------------------------------------------------------- Name: XA0410C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 44.190 0.000000 4.560 44.070 0.000000 9.290 43.440 0.000000 13.840 42.770 0.000000 18.580 42.720 0.000000 23.310 42.610 0.000000 27.860 42.530 0.000000 32.780 42.380 0.000000 37.700 42.150 0.000000 41.340 41.920 0.000000 46.250 41.890 0.000000 51.350 41.820 0.000000 56.270 41.830 0.000000 61.370 41.890 0.000000 76.300 42.140 0.000000 86.310 42.150 0.000000 101.240 42.240 0.000000 106.340 42.190 0.000000 111.260 42.240 0.000000 116.360 42.320 0.000000 126.370 42.370 0.000000 131.290 42.370 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 714 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 136.390 42.300 0.000000 141.300 42.280 0.000000 149.860 42.290 0.000000 158.420 42.440 0.000000 174.990 42.480 0.000000 184.460 42.560 0.000000 194.110 42.560 0.000000 208.490 42.650 0.000000 213.410 42.790 0.000000 218.320 42.760 0.000000 223.240 42.870 0.000000 228.160 42.800 0.000000 233.070 42.760 0.000000 237.990 42.870 0.000000 248.000 43.000 0.000000 252.920 43.090 0.000000 257.840 43.100 0.000000 262.750 43.290 0.000000 267.670 43.290 0.000000 272.770 43.360 0.000000 282.600 43.400 0.000000 287.510 43.350 0.000000 297.350 43.340 0.000000 302.450 43.390 0.000000 317.190 43.660 0.000000 322.110 43.730 0.000000 327.030 43.750 0.000000 337.040 43.960 0.000000 341.960 44.000 0.000000 346.870 43.990 0.000000 356.710 44.230 0.000000 381.470 44.950 0.000000 386.390 45.020 0.000000 401.320 45.410 0.000000 406.230 45.460 0.000000 411.150 45.560 0.000000 1409.690 48.870 0.000000 --------------------------------------------------------------------- Name: XA0420B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 156.240 46.070 0.000000 160.110 46.100 0.000000 162.650 46.220 0.000000 165.200 46.110 0.000000 172.940 46.160 0.000000 176.810 46.130 0.000000 180.910 46.320 0.000000 185.020 46.400 0.000000 188.430 46.390 0.000000 191.890 46.330 0.000000 196.230 46.320 0.000000 199.750 46.240 0.000000 204.030 46.230 0.000000 208.360 46.150 0.000000 212.000 46.110 0.000000 215.990 46.120 0.000000 220.270 46.040 0.000000 227.090 46.060 0.000000 231.710 45.920 0.000000 236.390 45.560 0.000000 --------------------------------------------------------------------- Name: XA0420C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 715 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- 0.000 50.238 0.000000 5.590 50.134 0.000000 11.180 49.984 0.000000 16.770 49.824 0.000000 22.360 49.848 0.000000 26.630 49.841 0.000000 30.980 49.827 0.000000 35.260 49.833 0.000000 40.020 49.717 0.000000 44.710 49.623 0.000000 49.400 49.652 0.000000 55.130 49.614 0.000000 60.100 49.590 0.000000 65.070 49.584 0.000000 70.030 49.569 0.000000 75.070 49.590 0.000000 80.110 49.612 0.000000 85.150 49.698 0.000000 90.180 49.785 0.000000 95.560 49.839 0.000000 100.950 49.891 0.000000 106.330 49.889 0.000000 111.710 49.903 0.000000 117.090 49.950 0.000000 123.030 50.073 0.000000 128.960 50.417 0.000000 134.830 50.407 0.000000 140.070 50.327 0.000000 145.310 50.361 0.000000 150.560 50.335 0.000000 155.660 50.150 0.000000 160.700 50.098 0.000000 165.740 50.120 0.000000 170.770 50.165 0.000000 175.810 50.264 0.000000 179.190 50.462 0.000000 182.500 50.688 0.000000 187.330 50.823 0.000000 192.100 50.507 0.000000 196.860 50.303 0.000000 201.690 50.284 0.000000 207.410 50.394 0.000000 213.210 50.458 0.000000 217.490 50.508 0.000000 221.700 50.631 0.000000 225.700 50.665 0.000000 229.700 50.561 0.000000 233.700 50.422 0.000000 237.840 50.440 0.000000 241.980 50.522 0.000000 246.120 50.576 0.000000 250.060 50.396 0.000000 253.920 50.320 0.000000 258.270 50.377 0.000000 262.540 50.236 0.000000 266.890 50.128 0.000000 272.760 50.032 0.000000 278.690 50.087 0.000000 284.560 50.312 0.000000 290.490 50.335 0.000000 296.420 50.146 0.000000 302.290 50.064 0.000000 308.220 49.997 0.000000 314.090 49.998 0.000000 320.020 50.051 0.000000 325.890 50.059 0.000000 331.820 49.896 0.000000 337.750 49.883 0.000000 343.620 49.861 0.000000 349.550 49.700 0.000000 355.420 49.605 0.000000 361.350 49.592 0.000000 367.220 49.414 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 716 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 373.150 49.388 0.000000 379.090 49.256 0.000000 384.950 49.046 0.000000 390.880 48.924 0.000000 396.750 48.843 0.000000 402.680 48.842 0.000000 408.550 48.683 0.000000 414.480 48.573 0.000000 420.420 48.465 0.000000 426.280 48.344 0.000000 432.220 48.297 0.000000 436.700 48.188 0.000000 441.250 48.104 0.000000 445.810 48.027 0.000000 450.360 47.964 0.000000 454.920 47.896 0.000000 460.710 47.876 0.000000 466.580 47.818 0.000000 472.440 47.699 0.000000 478.310 47.671 0.000000 484.170 47.597 0.000000 490.040 47.508 0.000000 495.900 47.432 0.000000 501.770 47.339 0.000000 507.630 47.299 0.000000 513.500 47.256 0.000000 519.430 47.213 0.000000 525.370 47.152 0.000000 531.300 47.016 0.000000 535.580 46.975 0.000000 539.860 46.963 0.000000 543.510 46.922 0.000000 547.170 46.863 0.000000 552.070 46.803 0.000000 556.900 46.647 0.000000 561.800 46.486 0.000000 566.700 46.306 0.000000 569.870 46.226 0.000000 573.040 46.158 0.000000 578.910 46.311 0.000000 583.880 46.416 0.000000 588.850 46.473 0.000000 593.540 46.445 0.000000 598.160 46.462 0.000000 602.850 46.459 0.000000 607.480 46.354 0.000000 613.060 46.170 0.000000 618.580 46.217 0.000000 624.170 46.140 0.000000 629.760 46.140 0.000000 635.280 46.140 0.000000 640.870 46.140 0.000000 646.390 46.140 0.000000 651.980 46.140 0.000000 657.500 46.140 0.000000 662.950 46.140 0.000000 668.330 46.140 0.000000 673.780 46.140 0.000000 679.170 46.140 0.000000 684.620 46.140 0.000000 690.000 46.140 0.000000 --------------------------------------------------------------------- Name: XA0420D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 46.140 0.000000 5.000 46.140 0.000000 10.000 46.140 0.000000 15.000 46.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 717 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.000 46.140 0.000000 25.000 46.140 0.000000 30.000 46.140 0.000000 35.000 46.140 0.000000 40.000 46.140 0.000000 45.000 46.140 0.000000 --------------------------------------------------------------------- Name: XA0430C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 47.060 0.000000 4.040 47.140 0.000000 8.080 46.980 0.000000 12.110 47.000 0.000000 16.920 46.960 0.000000 21.720 46.970 0.000000 26.520 46.890 0.000000 31.330 46.880 0.000000 40.930 46.760 0.000000 45.730 46.770 0.000000 --------------------------------------------------------------------- Name: XA0430D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.120 0.000000 4.250 50.060 0.000000 8.640 50.030 0.000000 12.310 49.970 0.000000 16.050 49.890 0.000000 20.800 49.710 0.000000 24.470 49.620 0.000000 28.210 49.580 0.000000 31.880 49.580 0.000000 35.050 49.710 0.000000 42.680 49.810 0.000000 47.210 49.930 0.000000 56.210 49.950 0.000000 60.670 49.940 0.000000 74.920 49.990 0.000000 82.840 49.940 0.000000 90.540 49.820 0.000000 95.220 49.890 0.000000 99.970 49.910 0.000000 103.710 49.900 0.000000 107.530 49.800 0.000000 117.100 49.680 0.000000 131.130 49.670 0.000000 139.990 49.620 0.000000 144.380 49.630 0.000000 148.840 49.590 0.000000 153.230 49.610 0.000000 168.630 49.530 0.000000 179.140 49.580 0.000000 183.240 49.860 0.000000 187.420 50.260 0.000000 191.590 50.300 0.000000 218.150 50.420 0.000000 231.540 50.280 0.000000 238.810 50.150 0.000000 243.340 49.980 0.000000 252.480 49.550 0.000000 255.720 49.430 0.000000 264.570 49.050 0.000000 268.750 48.910 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 718 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 272.850 48.900 0.000000 277.020 48.960 0.000000 280.770 48.920 0.000000 288.400 48.710 0.000000 299.550 48.780 0.000000 314.880 48.760 0.000000 324.020 48.710 0.000000 333.160 48.770 0.000000 342.230 48.810 0.000000 346.840 48.770 0.000000 351.440 48.760 0.000000 354.680 48.820 0.000000 362.600 48.770 0.000000 366.270 48.830 0.000000 369.940 49.080 0.000000 376.560 49.230 0.000000 381.170 49.010 0.000000 385.780 49.030 0.000000 390.380 49.240 0.000000 394.990 49.070 0.000000 399.590 49.380 0.000000 403.050 49.470 0.000000 406.430 49.350 0.000000 412.770 49.240 0.000000 419.170 49.050 0.000000 430.470 48.830 0.000000 434.430 48.840 0.000000 442.560 48.960 0.000000 455.090 49.010 0.000000 464.660 49.010 0.000000 470.920 48.980 0.000000 478.330 49.020 0.000000 485.030 48.940 0.000000 489.270 49.000 0.000000 497.910 48.950 0.000000 502.300 48.940 0.000000 506.620 49.120 0.000000 513.530 49.480 0.000000 519.790 49.690 0.000000 523.170 49.720 0.000000 526.550 49.800 0.000000 535.410 49.910 0.000000 539.800 49.910 0.000000 544.260 49.830 0.000000 548.720 49.610 0.000000 557.720 50.030 0.000000 562.180 50.020 0.000000 566.640 49.770 0.000000 575.930 49.460 0.000000 580.530 49.340 0.000000 585.000 49.390 0.000000 589.530 49.360 0.000000 598.530 49.380 0.000000 602.990 49.290 0.000000 607.450 49.070 0.000000 611.990 48.910 0.000000 616.450 48.880 0.000000 620.910 48.910 0.000000 627.240 48.880 0.000000 636.240 48.960 0.000000 646.320 49.000 0.000000 653.230 48.900 0.000000 657.690 48.700 0.000000 662.150 48.050 0.000000 666.610 47.800 0.000000 671.080 47.490 0.000000 675.540 47.000 0.000000 680.000 46.880 0.000000 684.460 47.020 0.000000 688.930 47.050 0.000000 691.520 47.040 0.000000 694.320 47.100 0.000000 697.130 47.090 0.000000 699.510 47.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 719 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 708.570 47.200 0.000000 715.560 47.000 0.000000 719.730 47.060 0.000000 --------------------------------------------------------------------- Name: XA0430E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 46.770 0.000000 4.870 46.650 0.000000 9.740 46.540 0.000000 14.610 46.500 0.000000 18.480 46.620 0.000000 22.340 46.700 0.000000 26.210 46.940 0.000000 30.070 47.150 0.000000 33.530 47.370 0.000000 36.980 47.600 0.000000 40.440 47.740 0.000000 44.060 47.910 0.000000 47.700 48.080 0.000000 51.350 48.200 0.000000 56.220 48.410 0.000000 61.120 48.620 0.000000 66.020 48.690 0.000000 70.920 48.790 0.000000 75.790 48.940 0.000000 80.690 49.040 0.000000 85.600 49.110 0.000000 90.500 49.190 0.000000 95.400 49.340 0.000000 100.270 49.470 0.000000 105.170 49.490 0.000000 110.080 49.370 0.000000 114.980 49.320 0.000000 119.880 49.350 0.000000 124.750 49.380 0.000000 129.050 49.320 0.000000 133.330 49.400 0.000000 137.630 49.410 0.000000 141.910 49.350 0.000000 145.490 49.410 0.000000 149.070 49.360 0.000000 152.120 49.380 0.000000 155.170 49.390 0.000000 160.010 49.590 0.000000 164.850 49.460 0.000000 169.780 49.550 0.000000 174.710 49.700 0.000000 179.650 49.560 0.000000 184.610 49.410 0.000000 189.610 49.390 0.000000 194.570 49.390 0.000000 199.570 49.440 0.000000 204.560 49.410 0.000000 209.560 49.560 0.000000 214.560 49.610 0.000000 219.550 49.680 0.000000 224.520 49.620 0.000000 229.510 49.670 0.000000 234.510 49.610 0.000000 239.510 49.500 0.000000 244.500 49.650 0.000000 249.500 49.760 0.000000 254.460 49.780 0.000000 259.460 49.820 0.000000 264.460 49.870 0.000000 269.450 49.790 0.000000 274.230 49.710 0.000000 279.010 49.640 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 720 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 283.780 49.680 0.000000 288.560 49.650 0.000000 292.170 49.620 0.000000 295.820 49.640 0.000000 300.500 49.760 0.000000 305.180 49.650 0.000000 309.710 49.680 0.000000 314.230 49.760 0.000000 --------------------------------------------------------------------- Name: XA0450C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 49.300 0.000000 4.130 49.310 0.000000 11.170 49.270 0.000000 15.980 49.300 0.000000 22.910 49.200 0.000000 35.990 49.150 0.000000 41.520 49.030 0.000000 52.990 49.040 0.000000 57.270 49.020 0.000000 65.820 48.860 0.000000 74.370 48.780 0.000000 83.500 48.530 0.000000 87.410 48.450 0.000000 95.210 48.360 0.000000 99.340 48.250 0.000000 113.160 48.040 0.000000 117.740 47.950 0.000000 122.310 48.000 0.000000 126.870 48.010 0.000000 131.440 47.970 0.000000 136.010 48.010 0.000000 149.720 47.910 0.000000 --------------------------------------------------------------------- Name: XA0470B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.500 0.000000 9.960 51.530 0.000000 15.620 51.480 0.000000 18.680 51.590 0.000000 21.760 51.620 0.000000 26.210 51.610 0.000000 35.110 51.650 0.000000 39.550 51.570 0.000000 44.000 51.610 0.000000 52.900 51.750 0.000000 57.350 51.780 0.000000 61.800 51.650 0.000000 70.700 51.710 0.000000 82.150 51.920 0.000000 84.130 51.880 0.000000 90.970 51.860 0.000000 96.730 51.790 0.000000 103.670 51.870 0.000000 108.250 51.860 0.000000 --------------------------------------------------------------------- Name: XA0510C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 721 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.900 0.000000 14.700 52.630 0.000000 24.600 51.790 0.000000 34.400 50.140 0.000000 39.300 50.140 0.000000 46.400 50.140 0.000000 50.100 52.290 0.000000 53.500 56.970 0.000000 56.900 63.170 0.000000 59.400 71.020 0.000000 62.300 71.860 0.000000 68.200 71.870 0.000000 71.400 68.430 0.000000 75.800 69.790 0.000000 80.300 71.670 0.000000 84.800 72.100 0.000000 102.800 72.470 0.000000 107.000 64.400 0.000000 114.300 63.020 0.000000 118.000 61.710 0.000000 121.100 63.440 0.000000 124.200 64.210 0.000000 131.200 61.550 0.000000 134.700 59.720 0.000000 138.100 58.860 0.000000 142.900 60.780 0.000000 146.800 60.930 0.000000 --------------------------------------------------------------------- Name: XA0540B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.290 0.000000 5.010 52.340 0.000000 14.920 52.180 0.000000 24.830 52.110 0.000000 39.760 52.110 0.000000 49.780 52.050 0.000000 64.700 52.080 0.000000 74.610 51.960 0.000000 84.630 51.910 0.000000 94.540 51.770 0.000000 99.550 51.790 0.000000 109.460 51.720 0.000000 114.470 51.720 0.000000 124.390 51.610 0.000000 129.400 51.620 0.000000 139.310 51.540 0.000000 149.330 51.500 0.000000 159.240 51.400 0.000000 164.250 51.380 0.000000 169.150 51.380 0.000000 179.170 51.470 0.000000 189.080 51.520 0.000000 194.090 51.450 0.000000 204.010 51.410 0.000000 209.020 51.280 0.000000 213.920 51.130 0.000000 218.930 51.180 0.000000 223.940 51.170 0.000000 228.840 51.110 0.000000 243.870 51.160 0.000000 248.770 51.150 0.000000 253.780 51.120 0.000000 258.790 51.030 0.000000 263.690 51.130 0.000000 278.610 51.050 0.000000 288.640 50.920 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 722 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 298.550 50.850 0.000000 303.560 50.870 0.000000 308.460 50.930 0.000000 313.470 50.950 0.000000 323.490 50.940 0.000000 328.390 50.820 0.000000 333.400 50.880 0.000000 338.410 50.800 0.000000 343.310 50.830 0.000000 348.320 50.780 0.000000 353.330 50.790 0.000000 358.230 50.670 0.000000 363.030 50.650 0.000000 372.610 50.680 0.000000 377.300 50.600 0.000000 386.880 50.690 0.000000 391.670 50.760 0.000000 401.150 50.660 0.000000 405.940 50.660 0.000000 420.210 50.530 0.000000 429.790 50.590 0.000000 439.270 50.570 0.000000 442.860 50.530 0.000000 450.160 50.520 0.000000 457.570 50.450 0.000000 467.040 50.390 0.000000 480.330 50.380 0.000000 484.800 50.430 0.000000 489.260 50.340 0.000000 493.950 50.350 0.000000 503.420 50.250 0.000000 508.110 50.310 0.000000 511.370 50.310 0.000000 514.640 50.220 0.000000 518.780 50.280 0.000000 526.950 50.250 0.000000 531.090 50.270 0.000000 547.100 50.240 0.000000 561.370 50.180 0.000000 571.820 50.200 0.000000 578.900 50.100 0.000000 586.960 50.090 0.000000 599.380 49.990 0.000000 603.630 50.090 0.000000 607.770 50.040 0.000000 611.580 50.030 0.000000 615.390 50.070 0.000000 619.970 50.070 0.000000 624.650 50.150 0.000000 631.730 50.070 0.000000 650.570 50.050 0.000000 670.290 50.170 0.000000 675.300 50.140 0.000000 685.100 50.200 0.000000 699.910 50.220 0.000000 704.920 50.300 0.000000 714.730 50.370 0.000000 719.740 50.350 0.000000 724.640 50.380 0.000000 739.450 50.410 0.000000 744.350 50.480 0.000000 756.990 50.530 0.000000 766.790 50.540 0.000000 770.820 50.560 0.000000 779.210 50.700 0.000000 784.650 50.680 0.000000 787.920 50.720 0.000000 791.080 50.660 0.000000 798.490 50.700 0.000000 802.190 50.690 0.000000 806.980 50.770 0.000000 821.790 50.740 0.000000 826.800 50.820 0.000000 831.810 50.800 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 723 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 846.630 50.810 0.000000 851.640 50.940 0.000000 854.800 50.930 0.000000 858.170 50.880 0.000000 865.250 50.980 0.000000 872.660 50.970 0.000000 884.420 51.130 0.000000 888.670 51.240 0.000000 901.520 51.260 0.000000 910.350 51.390 0.000000 912.850 51.370 0.000000 920.040 51.400 0.000000 923.630 51.390 0.000000 928.210 51.430 0.000000 937.570 51.600 0.000000 946.830 51.650 0.000000 965.460 52.020 0.000000 981.690 52.100 0.000000 990.950 52.180 0.000000 994.760 52.250 0.000000 1003.250 52.300 0.000000 1006.300 52.260 0.000000 1021.990 52.330 0.000000 1033.640 52.290 0.000000 1038.000 52.350 0.000000 1045.400 52.310 0.000000 1049.430 52.320 0.000000 1053.250 52.330 0.000000 1064.680 52.440 0.000000 1073.180 52.360 0.000000 1080.590 52.410 0.000000 1084.940 52.470 0.000000 1089.190 52.410 0.000000 --------------------------------------------------------------------- Name: XA0550B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.080 0.000000 14.830 52.090 0.000000 19.770 52.030 0.000000 24.800 52.020 0.000000 34.690 52.090 0.000000 44.570 52.240 0.000000 49.510 52.200 0.000000 54.460 52.050 0.000000 59.400 51.990 0.000000 64.340 52.010 0.000000 74.320 52.090 0.000000 84.200 51.840 0.000000 89.140 51.880 0.000000 94.090 51.870 0.000000 99.030 51.910 0.000000 103.970 52.080 0.000000 108.910 51.990 0.000000 113.950 51.860 0.000000 118.890 51.810 0.000000 128.770 51.830 0.000000 138.660 51.890 0.000000 148.540 52.000 0.000000 158.520 52.300 0.000000 163.460 52.380 0.000000 168.400 52.360 0.000000 178.290 52.250 0.000000 183.230 52.290 0.000000 188.170 52.420 0.000000 193.110 52.640 0.000000 208.030 53.560 0.000000 212.980 53.240 0.000000 216.870 52.440 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 724 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 220.770 51.740 0.000000 224.670 51.400 0.000000 227.520 51.450 0.000000 231.220 51.580 0.000000 234.830 51.790 0.000000 237.490 52.010 0.000000 240.160 52.090 0.000000 260.680 52.480 0.000000 274.750 52.530 0.000000 279.600 52.570 0.000000 284.540 52.550 0.000000 292.620 52.470 0.000000 295.750 52.530 0.000000 306.020 52.520 0.000000 312.190 52.570 0.000000 314.950 52.480 0.000000 321.510 52.360 0.000000 325.120 52.320 0.000000 328.730 52.340 0.000000 334.340 52.270 0.000000 341.270 52.300 0.000000 346.120 52.250 0.000000 350.870 52.130 0.000000 355.720 52.160 0.000000 365.410 52.140 0.000000 375.110 52.050 0.000000 379.950 52.060 0.000000 389.550 51.950 0.000000 399.250 52.090 0.000000 404.090 52.090 0.000000 408.940 52.030 0.000000 413.790 52.000 0.000000 418.630 51.900 0.000000 428.230 51.850 0.000000 437.930 51.910 0.000000 442.770 51.870 0.000000 452.370 51.900 0.000000 457.030 51.810 0.000000 461.780 51.850 0.000000 466.250 51.830 0.000000 469.190 51.890 0.000000 472.140 51.800 0.000000 476.990 51.790 0.000000 481.740 51.850 0.000000 492.670 51.760 0.000000 496.280 51.800 0.000000 509.300 51.760 0.000000 513.950 51.780 0.000000 518.610 51.870 0.000000 523.360 51.780 0.000000 528.020 51.810 0.000000 532.680 51.770 0.000000 537.330 51.830 0.000000 546.740 51.850 0.000000 556.150 51.770 0.000000 564.890 51.650 0.000000 569.080 51.620 0.000000 573.160 51.490 0.000000 586.280 51.560 0.000000 591.030 51.540 0.000000 595.880 51.440 0.000000 610.230 50.900 0.000000 614.980 50.560 0.000000 619.730 50.160 0.000000 624.580 49.590 0.000000 629.330 48.900 0.000000 634.080 48.950 0.000000 638.930 49.050 0.000000 643.680 49.420 0.000000 648.430 49.900 0.000000 653.280 50.440 0.000000 658.030 50.860 0.000000 662.880 51.220 0.000000 667.630 51.470 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 725 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 672.000 51.600 0.000000 676.280 51.670 0.000000 679.700 51.680 0.000000 686.830 51.610 0.000000 691.580 51.620 0.000000 696.330 51.560 0.000000 705.830 51.550 0.000000 710.580 51.580 0.000000 720.090 51.520 0.000000 724.840 51.470 0.000000 734.340 51.410 0.000000 743.850 51.290 0.000000 748.600 51.260 0.000000 758.200 51.150 0.000000 762.380 51.180 0.000000 766.560 51.080 0.000000 771.410 51.040 0.000000 776.440 51.120 0.000000 781.100 51.140 0.000000 804.570 50.950 0.000000 809.230 50.980 0.000000 813.980 50.930 0.000000 823.300 50.980 0.000000 832.710 50.910 0.000000 837.360 50.910 0.000000 842.110 50.860 0.000000 846.770 50.760 0.000000 858.370 50.620 0.000000 865.590 50.410 0.000000 869.200 50.380 0.000000 877.560 50.340 0.000000 882.220 50.370 0.000000 902.460 49.770 0.000000 906.550 49.700 0.000000 910.730 49.790 0.000000 914.820 49.920 0.000000 925.750 50.050 0.000000 930.120 50.160 0.000000 933.350 50.210 0.000000 941.520 50.240 0.000000 950.360 50.430 0.000000 --------------------------------------------------------------------- Name: XA0560C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.940 0.000000 4.110 51.860 0.000000 8.220 51.730 0.000000 12.430 51.540 0.000000 17.880 51.350 0.000000 29.380 51.120 0.000000 33.080 51.070 0.000000 40.070 51.040 0.000000 46.950 50.860 0.000000 54.150 50.870 0.000000 57.840 50.830 0.000000 66.170 50.670 0.000000 70.480 50.650 0.000000 79.520 50.540 0.000000 92.980 50.520 0.000000 97.400 50.420 0.000000 101.920 50.220 0.000000 110.860 50.020 0.000000 118.260 49.900 0.000000 122.570 49.790 0.000000 126.890 49.640 0.000000 130.890 49.610 0.000000 135.000 49.480 0.000000 137.780 49.510 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 726 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 146.610 49.770 0.000000 159.970 49.940 0.000000 164.490 49.870 0.000000 173.430 49.890 0.000000 182.370 49.720 0.000000 186.890 49.690 0.000000 195.520 49.500 0.000000 203.020 49.410 0.000000 207.330 49.300 0.000000 214.940 49.310 0.000000 221.820 49.220 0.000000 231.580 49.260 0.000000 246.380 49.090 0.000000 251.410 48.990 0.000000 256.340 49.000 0.000000 266.200 48.850 0.000000 271.240 48.850 0.000000 281.100 48.960 0.000000 290.970 48.820 0.000000 305.860 48.710 0.000000 310.790 48.740 0.000000 325.690 48.750 0.000000 335.660 48.810 0.000000 340.590 48.870 0.000000 345.520 48.900 0.000000 350.560 48.810 0.000000 360.520 48.750 0.000000 370.490 48.640 0.000000 375.520 48.720 0.000000 380.250 48.730 0.000000 389.800 48.880 0.000000 399.460 48.540 0.000000 409.020 48.620 0.000000 413.740 48.710 0.000000 418.570 48.770 0.000000 428.130 48.790 0.000000 437.890 48.530 0.000000 442.820 48.580 0.000000 447.850 48.740 0.000000 452.780 48.810 0.000000 457.720 48.800 0.000000 462.750 48.750 0.000000 467.680 48.770 0.000000 472.720 48.830 0.000000 482.580 49.030 0.000000 487.610 49.010 0.000000 497.580 48.860 0.000000 502.510 48.860 0.000000 507.440 49.030 0.000000 512.480 49.150 0.000000 517.410 49.210 0.000000 522.340 49.310 0.000000 532.310 49.330 0.000000 537.340 49.390 0.000000 542.270 49.330 0.000000 552.240 48.990 0.000000 557.170 48.930 0.000000 562.200 48.940 0.000000 567.140 49.010 0.000000 572.070 49.010 0.000000 577.100 48.870 0.000000 582.030 48.830 0.000000 586.970 48.850 0.000000 592.000 48.960 0.000000 596.930 49.120 0.000000 611.830 49.220 0.000000 616.860 49.310 0.000000 621.790 49.430 0.000000 626.420 49.390 0.000000 630.940 49.280 0.000000 644.600 49.260 0.000000 649.230 49.290 0.000000 658.270 49.490 0.000000 662.890 49.490 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 727 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 669.570 49.290 0.000000 673.470 49.210 0.000000 681.080 49.200 0.000000 684.980 49.230 0.000000 688.780 49.320 0.000000 693.200 49.510 0.000000 697.100 49.610 0.000000 700.390 49.680 0.000000 705.020 49.610 0.000000 709.640 49.460 0.000000 712.820 49.400 0.000000 717.240 49.240 0.000000 721.040 49.180 0.000000 724.950 49.050 0.000000 732.550 48.890 0.000000 744.670 48.860 0.000000 748.580 49.000 0.000000 752.380 49.090 0.000000 756.280 49.340 0.000000 763.890 49.590 0.000000 767.790 49.640 0.000000 784.230 49.960 0.000000 787.930 50.080 0.000000 797.380 50.280 0.000000 802.110 50.520 0.000000 806.830 50.610 0.000000 811.560 50.480 0.000000 816.290 50.410 0.000000 821.010 50.490 0.000000 825.740 50.530 0.000000 830.460 50.440 0.000000 835.190 50.450 0.000000 844.850 50.680 0.000000 854.710 50.470 0.000000 859.640 50.620 0.000000 864.470 50.840 0.000000 874.330 50.810 0.000000 879.270 50.760 0.000000 884.200 50.790 0.000000 889.030 50.940 0.000000 893.960 50.820 0.000000 898.890 50.590 0.000000 903.820 50.440 0.000000 908.750 50.370 0.000000 913.680 50.490 0.000000 923.450 50.630 0.000000 928.380 50.840 0.000000 933.310 50.780 0.000000 938.240 50.550 0.000000 943.070 50.440 0.000000 948.000 50.510 0.000000 952.930 50.690 0.000000 957.860 50.690 0.000000 962.800 50.850 0.000000 967.620 51.080 0.000000 972.560 51.040 0.000000 977.490 50.910 0.000000 982.420 50.870 0.000000 986.940 50.870 0.000000 991.360 50.760 0.000000 995.880 50.510 0.000000 1000.400 50.300 0.000000 1004.920 50.180 0.000000 1009.340 50.240 0.000000 1013.860 50.810 0.000000 1016.530 50.880 0.000000 1019.100 50.790 0.000000 1023.310 50.580 0.000000 1027.420 50.430 0.000000 --------------------------------------------------------------------- Name: XA0560D Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 728 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.430 0.000000 4.130 50.350 0.000000 8.260 50.320 0.000000 11.130 50.330 0.000000 13.970 50.260 0.000000 17.880 50.370 0.000000 25.430 50.250 0.000000 29.120 50.530 0.000000 32.800 50.890 0.000000 37.780 51.020 0.000000 40.730 50.990 0.000000 43.670 50.750 0.000000 47.840 50.510 0.000000 51.970 50.750 0.000000 56.090 51.430 0.000000 60.220 52.050 0.000000 63.760 52.140 0.000000 68.370 52.170 0.000000 72.720 52.150 0.000000 76.920 52.230 0.000000 88.860 52.330 0.000000 92.690 52.440 0.000000 100.510 52.800 0.000000 104.270 52.750 0.000000 112.600 52.420 0.000000 117.170 52.330 0.000000 128.850 52.200 0.000000 148.600 52.100 0.000000 187.190 52.060 0.000000 197.880 52.020 0.000000 211.590 52.020 0.000000 216.010 52.060 0.000000 219.220 52.070 0.000000 222.460 51.980 0.000000 227.250 52.020 0.000000 232.080 52.180 0.000000 242.140 52.120 0.000000 245.790 52.080 0.000000 249.400 52.080 0.000000 253.750 52.150 0.000000 257.480 52.170 0.000000 265.770 52.100 0.000000 274.170 52.090 0.000000 290.650 52.230 0.000000 299.900 52.220 0.000000 326.100 52.430 0.000000 330.270 52.440 0.000000 334.360 52.400 0.000000 338.450 52.330 0.000000 342.500 52.310 0.000000 363.880 52.350 0.000000 368.560 52.410 0.000000 --------------------------------------------------------------------- Name: XA0570B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.800 0.000000 18.900 48.420 0.000000 34.300 46.060 0.000000 37.500 45.840 0.000000 42.000 46.210 0.000000 54.200 48.200 0.000000 58.000 48.550 0.000000 68.200 50.110 0.000000 70.800 50.260 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 729 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 119.900 51.230 0.000000 126.000 50.980 0.000000 133.600 51.310 0.000000 163.300 51.520 0.000000 167.400 52.760 0.000000 171.500 55.540 0.000000 174.000 54.350 0.000000 176.500 56.430 0.000000 184.200 57.390 0.000000 187.900 59.530 0.000000 191.600 59.420 0.000000 195.400 57.320 0.000000 199.200 59.830 0.000000 203.400 60.780 0.000000 215.600 60.800 0.000000 219.700 61.030 0.000000 --------------------------------------------------------------------- Name: XA0570C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.420 0.000000 2.600 51.420 0.000000 5.430 51.410 0.000000 8.270 51.400 0.000000 13.030 51.400 0.000000 17.830 51.400 0.000000 22.600 51.400 0.000000 27.370 51.410 0.000000 32.160 51.420 0.000000 36.930 51.450 0.000000 41.730 51.500 0.000000 46.200 51.480 0.000000 50.700 51.410 0.000000 55.160 51.330 0.000000 59.660 51.290 0.000000 64.200 51.240 0.000000 68.760 51.200 0.000000 73.330 51.180 0.000000 77.860 51.100 0.000000 82.630 51.040 0.000000 87.360 51.060 0.000000 92.090 51.060 0.000000 96.390 51.090 0.000000 100.690 51.200 0.000000 104.990 51.510 0.000000 108.560 51.700 0.000000 112.130 51.960 0.000000 116.530 51.960 0.000000 120.890 51.600 0.000000 125.290 51.390 0.000000 129.860 51.180 0.000000 134.460 51.130 0.000000 139.060 51.110 0.000000 144.020 51.080 0.000000 149.020 51.200 0.000000 154.020 51.130 0.000000 156.760 51.180 0.000000 159.860 51.310 0.000000 162.960 51.360 0.000000 167.660 51.290 0.000000 172.360 51.300 0.000000 177.060 51.300 0.000000 181.420 51.260 0.000000 185.760 51.200 0.000000 190.120 51.210 0.000000 194.620 51.230 0.000000 199.120 51.000 0.000000 203.590 50.850 0.000000 208.090 50.880 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 730 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 212.590 50.940 0.000000 217.090 51.040 0.000000 221.590 51.150 0.000000 226.050 51.230 0.000000 230.790 51.240 0.000000 235.520 51.240 0.000000 239.490 51.140 0.000000 243.490 51.110 0.000000 247.490 51.100 0.000000 251.450 51.090 0.000000 255.650 51.110 0.000000 259.850 51.130 0.000000 263.520 51.160 0.000000 267.220 51.190 0.000000 270.920 51.210 0.000000 274.420 51.210 0.000000 277.880 51.220 0.000000 282.280 51.240 0.000000 286.680 51.260 0.000000 290.650 51.280 0.000000 294.650 51.310 0.000000 298.620 51.340 0.000000 302.620 51.380 0.000000 307.280 51.430 0.000000 311.950 51.510 0.000000 316.650 51.640 0.000000 320.810 51.820 0.000000 324.980 51.890 0.000000 329.150 51.900 0.000000 333.310 51.890 0.000000 --------------------------------------------------------------------- Name: XA0600B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.320 0.000000 3.940 54.330 0.000000 6.570 54.380 0.000000 9.210 54.280 0.000000 13.510 54.210 0.000000 17.790 54.170 0.000000 21.070 54.210 0.000000 24.780 54.140 0.000000 28.490 53.980 0.000000 34.610 54.080 0.000000 40.260 53.960 0.000000 43.160 53.980 0.000000 50.580 53.810 0.000000 59.600 53.710 0.000000 64.110 53.720 0.000000 68.600 53.690 0.000000 73.110 53.730 0.000000 77.130 53.880 0.000000 81.140 53.920 0.000000 85.440 53.870 0.000000 89.740 53.860 0.000000 102.490 53.870 0.000000 106.700 53.790 0.000000 110.910 53.880 0.000000 115.130 53.840 0.000000 118.430 53.850 0.000000 121.720 53.800 0.000000 125.490 53.820 0.000000 129.230 53.820 0.000000 141.880 53.780 0.000000 154.390 53.600 0.000000 158.950 53.600 0.000000 163.500 53.660 0.000000 168.060 53.640 0.000000 172.610 53.680 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 731 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 177.180 53.630 0.000000 186.290 53.570 0.000000 190.840 53.500 0.000000 195.080 53.480 0.000000 199.320 53.550 0.000000 204.020 52.940 0.000000 207.890 52.640 0.000000 211.790 52.200 0.000000 --------------------------------------------------------------------- Name: XA0600C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.200 0.000000 4.730 53.540 0.000000 9.480 53.410 0.000000 14.210 53.260 0.000000 18.950 53.310 0.000000 23.690 53.480 0.000000 28.420 53.580 0.000000 33.160 53.660 0.000000 37.900 53.710 0.000000 42.630 53.840 0.000000 47.370 53.810 0.000000 52.100 53.890 0.000000 56.840 53.880 0.000000 61.580 53.890 0.000000 66.310 53.700 0.000000 71.060 53.570 0.000000 75.790 53.660 0.000000 80.520 53.590 0.000000 85.270 53.290 0.000000 90.000 52.790 0.000000 --------------------------------------------------------------------- Name: XA0610B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.790 0.000000 4.740 52.790 0.000000 9.430 53.110 0.000000 14.170 53.380 0.000000 28.330 53.370 0.000000 37.760 53.570 0.000000 42.500 53.630 0.000000 56.670 53.710 0.000000 59.990 53.800 0.000000 62.640 53.660 0.000000 72.780 53.700 0.000000 75.530 53.560 0.000000 85.350 53.530 0.000000 100.100 53.920 0.000000 107.580 54.050 0.000000 110.320 54.040 0.000000 117.100 54.180 0.000000 121.750 53.980 0.000000 125.420 53.950 0.000000 129.050 53.970 0.000000 132.190 53.920 0.000000 135.380 53.820 0.000000 141.450 54.010 0.000000 145.470 54.210 0.000000 147.730 54.370 0.000000 149.860 54.220 0.000000 153.130 54.130 0.000000 156.980 54.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 732 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 161.460 54.040 0.000000 169.290 54.320 0.000000 172.480 54.350 0.000000 177.260 54.280 0.000000 182.000 54.160 0.000000 186.200 54.120 0.000000 190.410 54.160 0.000000 194.620 54.150 0.000000 202.980 54.300 0.000000 207.010 54.500 0.000000 211.040 54.430 0.000000 214.050 54.520 0.000000 217.060 54.430 0.000000 221.310 54.530 0.000000 225.560 54.560 0.000000 229.770 54.450 0.000000 234.020 54.460 0.000000 238.270 54.710 0.000000 243.760 54.690 0.000000 249.600 54.560 0.000000 252.170 54.630 0.000000 254.780 54.630 0.000000 259.610 54.700 0.000000 269.030 54.560 0.000000 273.730 54.570 0.000000 283.160 54.720 0.000000 297.320 54.750 0.000000 302.020 54.690 0.000000 306.710 54.830 0.000000 311.450 54.780 0.000000 316.140 55.020 0.000000 320.880 55.070 0.000000 325.570 55.030 0.000000 330.260 55.160 0.000000 335.000 55.200 0.000000 343.500 55.190 0.000000 347.260 55.220 0.000000 361.300 55.350 0.000000 370.990 55.500 0.000000 378.610 55.470 0.000000 390.600 55.390 0.000000 395.210 55.420 0.000000 399.810 55.540 0.000000 404.420 55.710 0.000000 409.020 55.780 0.000000 413.800 55.750 0.000000 423.360 55.940 0.000000 442.710 56.210 0.000000 --------------------------------------------------------------------- Name: XA0610C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.180 0.000000 4.940 55.020 0.000000 9.850 54.970 0.000000 24.630 54.930 0.000000 34.480 55.110 0.000000 39.420 55.090 0.000000 44.330 55.030 0.000000 49.270 54.900 0.000000 54.170 54.900 0.000000 59.110 54.840 0.000000 64.050 54.620 0.000000 68.960 54.460 0.000000 88.650 54.670 0.000000 103.440 54.290 0.000000 113.280 54.080 0.000000 221.660 53.400 0.000000 226.600 53.390 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 733 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 231.510 53.340 0.000000 241.360 53.560 0.000000 246.290 53.600 0.000000 256.140 53.480 0.000000 261.080 53.480 0.000000 265.990 53.570 0.000000 275.740 53.480 0.000000 280.550 53.550 0.000000 285.390 53.550 0.000000 290.200 53.670 0.000000 295.040 53.920 0.000000 298.560 53.870 0.000000 301.920 53.870 0.000000 309.670 53.660 0.000000 314.060 53.260 0.000000 318.450 52.980 0.000000 322.840 52.790 0.000000 --------------------------------------------------------------------- Name: XA0620B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.020 0.000000 4.190 56.990 0.000000 8.650 56.830 0.000000 16.040 56.680 0.000000 20.500 56.630 0.000000 27.990 56.600 0.000000 32.090 56.450 0.000000 35.920 56.420 0.000000 40.020 56.420 0.000000 48.490 56.360 0.000000 52.850 56.360 0.000000 56.600 56.330 0.000000 68.270 56.170 0.000000 72.110 56.080 0.000000 76.210 55.930 0.000000 83.600 55.870 0.000000 88.060 55.750 0.000000 98.400 55.590 0.000000 101.340 55.620 0.000000 105.000 55.610 0.000000 112.390 55.520 0.000000 118.100 55.530 0.000000 123.000 55.450 0.000000 127.900 55.700 0.000000 132.890 55.720 0.000000 135.660 55.890 0.000000 138.510 55.870 0.000000 146.800 55.160 0.000000 150.990 54.900 0.000000 154.910 54.880 0.000000 159.100 54.810 0.000000 163.290 54.820 0.000000 167.480 55.040 0.000000 171.580 55.440 0.000000 175.680 55.630 0.000000 184.050 55.710 0.000000 188.150 55.690 0.000000 191.810 55.610 0.000000 195.460 55.270 0.000000 200.450 54.950 0.000000 205.440 54.980 0.000000 210.440 54.890 0.000000 215.430 54.830 0.000000 225.320 54.640 0.000000 230.310 54.590 0.000000 240.290 54.390 0.000000 245.290 54.360 0.000000 250.280 54.440 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 734 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 255.270 54.410 0.000000 259.990 54.280 0.000000 264.720 54.180 0.000000 269.440 54.020 0.000000 274.160 54.020 0.000000 278.890 54.470 0.000000 283.610 54.670 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53.270 0.000000 522.660 53.300 0.000000 528.630 53.290 0.000000 536.560 53.330 0.000000 540.660 53.420 0.000000 544.670 53.420 0.000000 547.790 53.540 0.000000 551.000 53.730 0.000000 555.100 53.850 0.000000 559.200 53.750 0.000000 563.570 53.720 0.000000 567.850 53.740 0.000000 572.210 53.690 0.000000 576.490 53.690 0.000000 580.770 53.760 0.000000 585.140 53.680 0.000000 588.080 53.660 0.000000 591.910 53.770 0.000000 595.740 53.790 0.000000 599.840 53.750 0.000000 604.030 54.020 0.000000 608.130 54.080 0.000000 620.430 53.960 0.000000 624.620 54.020 0.000000 628.900 54.130 0.000000 640.760 54.270 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 735 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 645.120 54.210 0.000000 648.870 54.200 0.000000 657.330 54.280 0.000000 661.080 54.230 0.000000 664.820 54.340 0.000000 668.560 54.600 0.000000 672.570 54.410 0.000000 676.500 54.180 0.000000 680.860 54.170 0.000000 685.140 54.120 0.000000 692.990 54.150 0.000000 704.750 54.090 0.000000 708.850 54.100 0.000000 721.060 54.270 0.000000 725.250 54.300 0.000000 736.390 54.220 0.000000 740.580 54.270 0.000000 752.790 54.550 0.000000 756.890 54.460 0.000000 761.080 54.560 0.000000 765.270 54.630 0.000000 768.660 54.600 0.000000 776.410 54.590 0.000000 784.880 54.740 0.000000 788.980 54.750 0.000000 800.650 54.930 0.000000 804.400 54.960 0.000000 809.210 55.090 0.000000 813.040 55.100 0.000000 816.340 55.030 0.000000 820.620 55.010 0.000000 832.560 55.390 0.000000 836.750 55.470 0.000000 841.480 55.730 0.000000 848.870 56.000 0.000000 852.620 56.180 0.000000 856.180 56.460 0.000000 859.750 56.640 0.000000 873.300 57.220 0.000000 882.300 57.500 0.000000 886.750 57.660 0.000000 891.300 57.580 0.000000 --------------------------------------------------------------------- Name: XA0630B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.510 0.000000 8.280 55.640 0.000000 12.400 55.670 0.000000 16.520 55.610 0.000000 26.040 55.440 0.000000 37.540 55.300 0.000000 40.850 55.230 0.000000 49.340 54.850 0.000000 53.070 54.750 0.000000 56.760 54.700 0.000000 61.350 54.790 0.000000 65.470 54.750 0.000000 69.590 54.750 0.000000 73.710 54.810 0.000000 77.830 54.820 0.000000 81.650 54.770 0.000000 89.800 54.710 0.000000 93.920 54.620 0.000000 98.080 54.610 0.000000 102.200 54.630 0.000000 106.320 54.610 0.000000 114.040 54.360 0.000000 118.070 54.270 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 736 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 126.270 54.170 0.000000 137.980 54.090 0.000000 142.570 54.020 0.000000 149.870 53.680 0.000000 158.410 53.370 0.000000 163.380 53.260 0.000000 173.340 53.120 0.000000 178.310 53.270 0.000000 183.290 53.360 0.000000 193.200 53.810 0.000000 198.180 54.170 0.000000 208.130 54.530 0.000000 213.110 54.520 0.000000 218.090 54.550 0.000000 223.060 54.360 0.000000 228.040 54.210 0.000000 236.190 54.290 0.000000 244.340 53.940 0.000000 249.190 53.860 0.000000 254.040 53.880 0.000000 258.850 53.820 0.000000 268.540 53.870 0.000000 278.200 53.970 0.000000 287.890 54.020 0.000000 296.260 54.110 0.000000 300.460 53.990 0.000000 309.600 53.960 0.000000 319.470 54.190 0.000000 324.400 54.270 0.000000 329.340 54.280 0.000000 332.900 54.360 0.000000 344.610 54.780 0.000000 348.260 54.870 0.000000 351.910 54.900 0.000000 355.120 55.090 0.000000 362.980 55.270 0.000000 367.610 55.460 0.000000 370.960 55.620 0.000000 374.050 55.690 0.000000 381.170 55.690 0.000000 389.110 55.620 0.000000 400.520 55.700 0.000000 408.930 55.860 0.000000 413.130 55.850 0.000000 417.120 55.920 0.000000 420.900 56.190 0.000000 424.890 56.540 0.000000 429.050 56.680 0.000000 --------------------------------------------------------------------- Name: XA0640B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.510 0.000000 4.150 55.490 0.000000 8.400 55.440 0.000000 16.630 55.240 0.000000 19.850 55.220 0.000000 24.220 55.150 0.000000 28.220 55.160 0.000000 31.880 55.200 0.000000 38.120 55.420 0.000000 44.360 55.560 0.000000 47.990 55.540 0.000000 52.240 55.270 0.000000 56.390 55.110 0.000000 60.530 55.030 0.000000 64.430 54.880 0.000000 84.690 54.910 0.000000 92.000 54.820 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 737 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 96.680 54.860 0.000000 100.460 54.910 0.000000 104.440 54.880 0.000000 108.100 54.990 0.000000 111.750 55.170 0.000000 120.140 55.270 0.000000 123.860 55.270 0.000000 127.580 55.240 0.000000 133.240 54.910 0.000000 136.140 54.920 0.000000 142.640 55.080 0.000000 146.280 55.090 0.000000 153.750 54.830 0.000000 157.590 54.720 0.000000 165.510 54.610 0.000000 169.590 54.590 0.000000 177.720 54.510 0.000000 181.500 54.440 0.000000 193.410 54.560 0.000000 201.120 54.330 0.000000 205.270 54.440 0.000000 --------------------------------------------------------------------- Name: XA0640C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.200 0.000000 4.130 55.200 0.000000 12.580 55.200 0.000000 18.090 55.220 0.000000 24.460 55.320 0.000000 28.770 55.310 0.000000 41.170 55.390 0.000000 49.440 55.550 0.000000 53.750 55.490 0.000000 60.980 55.560 0.000000 76.830 55.770 0.000000 81.130 55.770 0.000000 85.440 55.720 0.000000 97.330 55.770 0.000000 102.320 55.860 0.000000 105.940 55.830 0.000000 113.520 55.900 0.000000 118.170 55.810 0.000000 121.960 55.790 0.000000 125.750 55.820 0.000000 128.330 55.860 0.000000 130.920 55.850 0.000000 135.910 55.910 0.000000 140.740 55.940 0.000000 145.730 56.010 0.000000 150.560 56.000 0.000000 155.030 56.040 0.000000 159.510 56.130 0.000000 173.120 56.170 0.000000 176.050 56.270 0.000000 179.150 56.310 0.000000 181.390 56.280 0.000000 188.280 56.290 0.000000 191.040 56.380 0.000000 193.970 56.320 0.000000 196.210 56.340 0.000000 202.580 56.300 0.000000 206.370 56.430 0.000000 214.120 56.360 0.000000 218.080 56.440 0.000000 223.080 56.450 0.000000 227.900 56.500 0.000000 232.720 56.600 0.000000 242.540 56.590 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 738 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 252.190 56.740 0.000000 257.010 56.780 0.000000 261.840 56.750 0.000000 266.830 56.750 0.000000 276.480 56.890 0.000000 286.300 56.980 0.000000 295.940 57.140 0.000000 305.420 57.210 0.000000 323.330 57.230 0.000000 328.160 57.380 0.000000 332.980 57.370 0.000000 337.800 57.400 0.000000 342.800 57.520 0.000000 352.450 57.640 0.000000 357.270 57.730 0.000000 366.920 57.860 0.000000 380.520 58.000 0.000000 397.750 58.120 0.000000 412.220 58.330 0.000000 417.220 58.430 0.000000 422.040 58.500 0.000000 431.690 58.520 0.000000 441.500 58.620 0.000000 455.630 58.670 0.000000 461.140 58.750 0.000000 472.680 58.990 0.000000 477.510 58.930 0.000000 482.500 59.010 0.000000 505.590 59.160 0.000000 510.240 59.210 0.000000 514.720 59.310 0.000000 519.370 59.390 0.000000 523.850 59.330 0.000000 528.500 59.490 0.000000 540.900 59.650 0.000000 547.450 59.680 0.000000 551.410 59.800 0.000000 555.540 59.860 0.000000 559.500 59.950 0.000000 563.470 60.010 0.000000 578.280 60.020 0.000000 583.280 60.090 0.000000 588.100 60.100 0.000000 598.090 60.220 0.000000 602.910 60.330 0.000000 607.910 60.370 0.000000 612.900 60.480 0.000000 622.720 60.510 0.000000 627.720 60.620 0.000000 632.710 60.790 0.000000 642.530 60.670 0.000000 646.500 60.800 0.000000 654.250 60.850 0.000000 658.210 60.950 0.000000 662.860 60.990 0.000000 667.680 61.150 0.000000 672.330 61.070 0.000000 677.160 61.160 0.000000 681.810 61.280 0.000000 686.460 61.340 0.000000 691.280 61.300 0.000000 696.110 61.300 0.000000 700.760 61.360 0.000000 705.240 61.480 0.000000 710.230 61.480 0.000000 714.880 61.690 0.000000 719.530 61.710 0.000000 724.190 61.790 0.000000 728.660 61.780 0.000000 733.320 61.870 0.000000 737.790 61.910 0.000000 746.920 61.960 0.000000 751.570 62.030 0.000000 754.500 62.150 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 739 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 757.430 62.200 0.000000 760.190 62.200 0.000000 764.840 62.250 0.000000 782.930 62.590 0.000000 786.890 62.600 0.000000 794.470 62.760 0.000000 799.120 62.780 0.000000 803.940 62.840 0.000000 808.590 62.820 0.000000 813.240 62.970 0.000000 818.070 63.070 0.000000 822.720 63.060 0.000000 841.670 63.270 0.000000 850.970 63.310 0.000000 865.090 63.480 0.000000 875.260 63.530 0.000000 914.020 63.870 0.000000 918.840 63.940 0.000000 928.490 64.130 0.000000 932.790 64.190 0.000000 937.100 64.280 0.000000 941.410 64.350 0.000000 945.540 64.370 0.000000 953.980 64.350 0.000000 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1208.240 66.530 0.000000 1212.890 66.560 0.000000 1219.950 66.590 0.000000 1223.570 66.520 0.000000 1227.700 66.540 0.000000 1233.220 66.670 0.000000 1238.900 66.580 0.000000 1242.860 66.540 0.000000 1247.170 66.590 0.000000 1251.300 66.580 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 740 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1255.610 66.780 0.000000 1260.090 66.700 0.000000 1273.870 66.630 0.000000 1283.000 66.690 0.000000 1292.130 66.780 0.000000 1296.610 66.750 0.000000 1301.260 66.760 0.000000 1306.080 66.730 0.000000 1310.730 66.760 0.000000 1315.560 66.710 0.000000 1339.670 66.850 0.000000 1344.500 66.920 0.000000 1349.320 66.930 0.000000 1368.440 66.900 0.000000 1371.030 66.860 0.000000 1376.880 66.850 0.000000 1380.330 66.810 0.000000 1386.530 66.770 0.000000 1391.870 66.790 0.000000 1394.450 66.770 0.000000 1403.240 66.810 0.000000 1407.720 66.740 0.000000 1416.670 66.830 0.000000 1424.430 66.800 0.000000 1428.040 66.840 0.000000 1431.660 66.820 0.000000 1435.110 66.770 0.000000 1438.550 66.860 0.000000 1442.000 66.900 0.000000 1450.090 66.910 0.000000 1462.500 66.980 0.000000 1466.800 66.910 0.000000 1474.040 66.960 0.000000 1476.970 66.930 0.000000 1483.680 67.020 0.000000 1486.270 67.080 0.000000 1501.600 66.940 0.000000 1505.040 66.980 0.000000 1516.240 67.000 0.000000 1522.610 67.050 0.000000 1527.090 66.980 0.000000 1536.050 66.980 0.000000 1540.360 66.910 0.000000 1544.840 66.920 0.000000 1549.140 66.970 0.000000 1553.620 66.960 0.000000 1557.930 66.870 0.000000 1572.050 66.960 0.000000 1576.700 67.070 0.000000 1581.530 67.030 0.000000 1590.830 67.010 0.000000 1595.650 66.970 0.000000 1605.130 66.820 0.000000 1614.430 66.830 0.000000 1619.250 66.790 0.000000 1632.690 66.890 0.000000 1636.650 66.850 0.000000 1647.500 66.900 0.000000 1650.090 66.850 0.000000 1652.500 66.850 0.000000 1661.290 66.880 0.000000 1664.730 66.940 0.000000 1669.380 66.940 0.000000 1674.030 66.880 0.000000 1681.270 66.950 0.000000 1687.120 66.890 0.000000 1701.770 66.950 0.000000 1709.860 66.930 0.000000 1714.170 66.890 0.000000 1718.480 66.910 0.000000 1722.610 66.880 0.000000 --------------------------------------------------------------------- Name: XA0650B Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 741 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.320 0.000000 4.220 22.300 0.000000 12.650 22.030 0.000000 15.660 21.520 0.000000 22.890 20.120 0.000000 26.910 19.790 0.000000 30.930 19.720 0.000000 33.540 19.720 0.000000 42.980 19.510 0.000000 55.830 19.380 0.000000 59.240 19.400 0.000000 63.260 19.100 0.000000 67.280 18.660 0.000000 72.100 18.360 0.000000 76.720 18.120 0.000000 86.560 18.120 0.000000 91.380 18.100 0.000000 96.200 18.030 0.000000 105.840 17.970 0.000000 110.660 17.900 0.000000 115.480 17.770 0.000000 120.500 17.740 0.000000 125.320 17.500 0.000000 130.140 17.280 0.000000 134.960 17.030 0.000000 144.600 16.590 0.000000 149.420 16.460 0.000000 154.440 16.280 0.000000 159.260 16.030 0.000000 164.080 15.910 0.000000 173.920 15.720 0.000000 178.740 15.570 0.000000 183.560 15.540 0.000000 188.380 15.470 0.000000 193.200 15.210 0.000000 198.220 15.000 0.000000 217.500 14.580 0.000000 232.160 14.150 0.000000 236.980 13.980 0.000000 242.000 13.670 0.000000 251.640 13.010 0.000000 256.460 12.760 0.000000 261.280 12.630 0.000000 266.100 12.560 0.000000 270.920 12.530 0.000000 275.740 12.180 0.000000 280.560 12.150 0.000000 285.580 11.950 0.000000 290.600 11.960 0.000000 300.440 11.720 0.000000 305.460 11.550 0.000000 310.480 11.580 0.000000 315.300 11.410 0.000000 325.340 11.120 0.000000 330.360 10.880 0.000000 340.200 10.470 0.000000 345.230 10.210 0.000000 355.070 9.280 0.000000 359.680 9.370 0.000000 364.300 9.820 0.000000 368.720 10.020 0.000000 373.340 10.180 0.000000 377.760 10.220 0.000000 382.380 10.140 0.000000 387.000 10.160 0.000000 391.820 10.400 0.000000 396.840 10.390 0.000000 401.660 10.120 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 742 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 406.680 9.950 0.000000 411.500 9.860 0.000000 416.320 9.690 0.000000 421.340 9.280 0.000000 426.160 8.520 0.000000 431.180 8.000 0.000000 436.000 7.730 0.000000 441.020 7.730 0.000000 445.840 7.820 0.000000 450.860 7.960 0.000000 455.680 8.590 0.000000 460.700 9.470 0.000000 465.520 10.130 0.000000 470.540 10.140 0.000000 475.360 10.270 0.000000 480.380 10.090 0.000000 485.200 9.800 0.000000 490.220 9.550 0.000000 495.040 8.980 0.000000 500.060 8.500 0.000000 504.880 8.470 0.000000 514.720 8.780 0.000000 519.750 8.760 0.000000 526.980 8.810 0.000000 529.790 8.790 0.000000 532.400 8.800 0.000000 537.220 8.880 0.000000 541.840 8.860 0.000000 550.670 8.990 0.000000 558.100 8.770 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745 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1534.270 7.580 0.000000 1539.090 7.510 0.000000 1548.330 7.680 0.000000 1552.550 7.960 0.000000 1556.960 8.070 0.000000 1560.380 7.810 0.000000 1564.600 8.140 0.000000 1569.010 8.440 0.000000 1572.430 8.240 0.000000 1576.240 8.420 0.000000 1580.260 8.210 0.000000 1584.480 8.230 0.000000 1588.900 8.000 0.000000 1592.910 7.530 0.000000 1595.320 7.450 0.000000 1604.560 8.030 0.000000 1608.980 7.710 0.000000 1616.610 7.850 0.000000 1621.030 7.370 0.000000 1628.460 7.610 0.000000 1633.080 6.950 0.000000 1636.890 7.160 0.000000 1640.510 7.480 0.000000 1645.130 6.840 0.000000 1648.740 7.260 0.000000 1652.560 7.640 0.000000 1656.980 6.910 0.000000 1664.610 7.460 0.000000 1669.030 6.900 0.000000 1672.840 7.080 0.000000 1676.660 7.200 0.000000 1681.480 6.440 0.000000 1685.290 6.400 0.000000 1688.710 6.400 0.000000 1692.520 6.400 0.000000 1696.140 6.400 0.000000 1700.760 6.400 0.000000 1704.980 6.400 0.000000 1709.190 6.400 0.000000 1713.210 6.400 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0.000000 1431.710 17.180 0.000000 1435.640 17.380 0.000000 1439.560 17.690 0.000000 1447.420 18.570 0.000000 1455.270 19.250 0.000000 1463.120 19.790 0.000000 1470.760 20.250 0.000000 1474.690 20.450 0.000000 1482.540 20.730 0.000000 1494.730 21.010 0.000000 1499.280 21.070 0.000000 1511.680 21.140 0.000000 1518.080 21.230 0.000000 1524.900 21.380 0.000000 1529.860 21.420 0.000000 1534.820 21.400 0.000000 1539.780 21.250 0.000000 1544.940 21.230 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 752 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1548.660 21.270 0.000000 1552.380 21.380 0.000000 1556.310 21.610 0.000000 1560.440 21.920 0.000000 1564.780 22.120 0.000000 1573.040 22.340 0.000000 1577.180 22.200 0.000000 1581.310 22.320 0.000000 1588.330 22.570 0.000000 1594.530 22.650 0.000000 1598.460 22.770 0.000000 1605.690 23.030 0.000000 1608.170 23.080 0.000000 1619.330 23.220 0.000000 1622.840 23.240 0.000000 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0.000000 2062.130 26.850 0.000000 2066.260 26.870 0.000000 --------------------------------------------------------------------- Name: XA0680B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 6.710 0.000000 4.840 6.940 0.000000 9.680 7.290 0.000000 14.580 7.600 0.000000 19.420 7.870 0.000000 29.100 8.320 0.000000 34.000 8.500 0.000000 38.840 8.640 0.000000 43.680 8.660 0.000000 48.530 8.510 0.000000 58.260 7.730 0.000000 63.100 7.620 0.000000 67.950 8.000 0.000000 72.790 8.350 0.000000 77.680 8.490 0.000000 82.530 8.560 0.000000 87.370 8.610 0.000000 97.050 8.620 0.000000 101.950 8.610 0.000000 106.790 8.420 0.000000 111.630 8.080 0.000000 116.470 7.990 0.000000 121.310 7.980 0.000000 126.210 7.910 0.000000 131.050 7.730 0.000000 135.890 7.600 0.000000 140.730 7.670 0.000000 145.630 7.770 0.000000 150.470 7.850 0.000000 155.310 7.850 0.000000 160.210 7.770 0.000000 165.110 7.790 0.000000 174.960 8.020 0.000000 184.750 8.440 0.000000 189.650 8.390 0.000000 192.930 8.420 0.000000 203.890 8.130 0.000000 208.570 8.250 0.000000 212.240 8.200 0.000000 215.860 8.100 0.000000 218.970 8.090 0.000000 222.090 8.020 0.000000 226.990 8.300 0.000000 231.830 8.380 0.000000 239.400 8.410 0.000000 242.120 8.520 0.000000 246.240 8.410 0.000000 254.530 8.110 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 754 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 258.650 8.120 0.000000 262.440 8.340 0.000000 266.280 8.610 0.000000 270.670 8.680 0.000000 274.460 8.330 0.000000 278.520 8.110 0.000000 282.190 7.720 0.000000 285.860 7.360 0.000000 290.150 7.360 0.000000 297.380 7.060 0.000000 301.330 7.070 0.000000 305.450 7.000 0.000000 309.570 6.980 0.000000 321.980 6.830 0.000000 326.960 8.150 0.000000 331.860 10.370 0.000000 336.810 11.430 0.000000 341.710 11.650 0.000000 346.600 11.670 0.000000 351.500 11.640 0.000000 359.620 11.790 0.000000 364.020 11.950 0.000000 368.360 12.420 0.000000 372.760 12.590 0.000000 389.670 12.680 0.000000 396.180 12.670 0.000000 405.310 12.970 0.000000 413.550 13.200 0.000000 417.110 13.210 0.000000 421.280 13.280 0.000000 425.400 13.380 0.000000 445.710 13.500 0.000000 453.950 13.580 0.000000 458.510 13.660 0.000000 462.680 13.690 0.000000 466.800 13.810 0.000000 471.140 13.980 0.000000 478.430 14.480 0.000000 482.720 14.630 0.000000 490.060 15.030 0.000000 495.960 15.080 0.000000 499.580 15.200 0.000000 503.200 15.270 0.000000 506.810 15.270 0.000000 511.380 15.150 0.000000 518.720 15.070 0.000000 523.010 15.000 0.000000 527.180 14.980 0.000000 --------------------------------------------------------------------- Name: XA0690B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 8.540 0.000000 3.640 8.540 0.000000 7.280 8.540 0.000000 10.910 8.540 0.000000 15.270 8.540 0.000000 19.620 8.540 0.000000 23.980 8.540 0.000000 28.320 8.540 0.000000 43.740 8.540 0.000000 49.480 8.540 0.000000 53.250 8.540 0.000000 57.010 8.750 0.000000 60.780 9.550 0.000000 68.460 9.660 0.000000 72.370 9.600 0.000000 85.510 9.260 0.000000 89.890 9.360 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 755 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 94.260 9.880 0.000000 98.650 10.900 0.000000 102.200 11.940 0.000000 105.760 13.040 0.000000 109.190 13.670 0.000000 112.600 13.790 0.000000 116.020 13.300 0.000000 120.640 13.750 0.000000 125.270 14.700 0.000000 129.880 15.570 0.000000 134.500 16.270 0.000000 138.430 16.740 0.000000 142.340 17.100 0.000000 146.100 17.240 0.000000 149.860 17.200 0.000000 --------------------------------------------------------------------- Name: XA0690C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 12.780 0.000000 4.700 12.790 0.000000 14.090 12.930 0.000000 18.790 12.910 0.000000 28.180 12.950 0.000000 32.880 12.870 0.000000 37.580 12.810 0.000000 42.280 12.800 0.000000 60.340 12.220 0.000000 73.780 11.970 0.000000 82.750 11.880 0.000000 92.570 11.900 0.000000 97.560 11.860 0.000000 107.390 12.210 0.000000 117.290 12.490 0.000000 122.200 12.290 0.000000 132.100 11.750 0.000000 137.020 11.550 0.000000 151.830 11.080 0.000000 166.650 10.500 0.000000 171.630 10.490 0.000000 180.230 10.720 0.000000 184.500 10.760 0.000000 188.830 10.640 0.000000 197.430 10.310 0.000000 207.040 10.320 0.000000 211.810 10.420 0.000000 216.580 10.620 0.000000 221.350 11.010 0.000000 226.120 11.130 0.000000 235.730 11.110 0.000000 240.500 11.160 0.000000 240.500 11.160 0.000000 245.420 9.100 0.000000 255.320 8.710 0.000000 260.230 8.580 0.000000 265.150 8.550 0.000000 270.130 8.580 0.000000 275.050 8.650 0.000000 284.950 8.860 0.000000 289.860 8.930 0.000000 294.780 8.920 0.000000 304.680 8.780 0.000000 314.580 8.780 0.000000 329.390 8.740 0.000000 339.290 8.780 0.000000 349.120 8.760 0.000000 359.020 8.770 0.000000 363.940 8.800 0.000000 368.920 8.780 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 756 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 373.840 8.700 0.000000 383.740 8.540 0.000000 388.650 8.540 0.000000 398.550 8.550 0.000000 403.470 8.650 0.000000 408.380 8.630 0.000000 413.370 8.680 0.000000 418.280 8.790 0.000000 423.200 8.780 0.000000 428.180 8.610 0.000000 443.000 8.580 0.000000 447.910 8.540 0.000000 452.830 8.540 0.000000 457.810 8.540 0.000000 472.630 8.540 0.000000 477.540 8.540 0.000000 482.450 8.540 0.000000 487.440 8.540 0.000000 507.170 8.540 0.000000 541.790 8.540 0.000000 571.340 8.570 0.000000 576.260 8.540 0.000000 581.240 8.540 0.000000 586.160 8.540 0.000000 600.900 8.540 0.000000 605.890 8.540 0.000000 610.800 8.540 0.000000 615.710 8.540 0.000000 620.630 8.540 0.000000 625.540 8.540 0.000000 630.530 8.540 0.000000 645.270 8.540 0.000000 650.190 8.540 0.000000 655.170 8.540 0.000000 665.000 8.540 0.000000 669.920 8.540 0.000000 674.830 8.540 0.000000 679.820 8.540 0.000000 686.830 8.540 0.000000 690.510 8.540 0.000000 694.850 8.540 0.000000 698.530 8.540 0.000000 702.220 8.540 0.000000 706.550 8.540 0.000000 718.190 8.540 0.000000 722.670 8.540 0.000000 --------------------------------------------------------------------- Name: XA0700B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.020 0.000000 4.270 34.030 0.000000 8.280 34.000 0.000000 15.300 34.010 0.000000 24.340 33.940 0.000000 28.100 33.940 0.000000 34.370 33.980 0.000000 36.880 33.940 0.000000 44.160 33.940 0.000000 50.430 33.870 0.000000 55.950 33.870 0.000000 63.220 33.890 0.000000 66.740 33.980 0.000000 70.120 34.160 0.000000 73.640 34.190 0.000000 81.660 33.880 0.000000 88.940 33.890 0.000000 92.700 33.830 0.000000 96.590 33.860 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 757 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 108.010 34.060 0.000000 111.900 34.080 0.000000 114.910 34.180 0.000000 117.920 34.190 0.000000 121.930 34.130 0.000000 132.850 34.150 0.000000 135.100 34.200 0.000000 137.360 34.200 0.000000 141.630 34.280 0.000000 153.290 34.210 0.000000 157.810 34.240 0.000000 161.570 34.160 0.000000 165.210 34.140 0.000000 168.970 34.200 0.000000 173.740 34.150 0.000000 185.780 34.210 0.000000 190.170 34.280 0.000000 194.560 34.310 0.000000 213.130 34.150 0.000000 223.790 34.090 0.000000 230.820 34.020 0.000000 235.080 33.950 0.000000 239.350 34.320 0.000000 243.490 34.410 0.000000 250.890 34.190 0.000000 262.430 34.090 0.000000 273.970 34.030 0.000000 289.650 34.030 0.000000 294.290 33.930 0.000000 299.060 34.120 0.000000 302.320 34.140 0.000000 306.590 33.970 0.000000 311.100 33.880 0.000000 320.130 33.770 0.000000 324.520 33.750 0.000000 336.440 33.730 0.000000 346.480 33.930 0.000000 349.860 33.940 0.000000 353.250 33.870 0.000000 357.010 33.760 0.000000 360.650 33.770 0.000000 364.410 33.710 0.000000 368.180 33.600 0.000000 376.330 33.460 0.000000 380.720 33.470 0.000000 384.860 33.580 0.000000 387.250 33.600 0.000000 397.030 33.530 0.000000 401.920 33.520 0.000000 405.180 33.430 0.000000 409.320 33.250 0.000000 413.090 33.270 0.000000 426.010 33.600 0.000000 429.020 33.620 0.000000 433.790 33.530 0.000000 441.310 33.470 0.000000 444.320 33.430 0.000000 451.470 33.260 0.000000 455.610 33.100 0.000000 460.250 32.980 0.000000 464.770 32.990 0.000000 473.930 33.290 0.000000 477.940 33.330 0.000000 498.140 33.280 0.000000 501.900 33.310 0.000000 517.830 33.500 0.000000 525.360 33.670 0.000000 529.500 33.690 0.000000 533.890 33.760 0.000000 542.290 33.660 0.000000 555.720 33.610 0.000000 570.770 33.630 0.000000 584.570 33.720 0.000000 590.840 33.740 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 758 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 595.360 33.790 0.000000 602.760 34.040 0.000000 605.770 34.040 0.000000 615.180 33.940 0.000000 619.570 33.930 0.000000 625.090 34.060 0.000000 628.100 33.980 0.000000 635.370 33.700 0.000000 637.760 33.640 0.000000 640.640 33.630 0.000000 647.290 33.520 0.000000 654.820 33.550 0.000000 662.970 33.470 0.000000 671.630 33.610 0.000000 674.890 33.600 0.000000 683.040 33.650 0.000000 687.430 33.820 0.000000 691.820 33.940 0.000000 695.340 33.680 0.000000 698.600 33.510 0.000000 703.110 33.460 0.000000 707.630 33.460 0.000000 712.150 33.510 0.000000 716.660 33.610 0.000000 720.680 33.660 0.000000 724.440 33.730 0.000000 728.330 33.870 0.000000 733.090 33.970 0.000000 737.230 33.930 0.000000 745.390 33.710 0.000000 749.400 33.690 0.000000 753.540 33.670 0.000000 763.950 33.730 0.000000 780.140 33.740 0.000000 788.670 33.700 0.000000 793.560 33.850 0.000000 798.070 34.040 0.000000 802.470 34.140 0.000000 806.980 34.210 0.000000 811.500 34.350 0.000000 819.900 34.100 0.000000 823.790 34.390 0.000000 827.550 34.520 0.000000 835.210 34.600 0.000000 838.470 34.470 0.000000 845.870 34.240 0.000000 849.880 34.160 0.000000 857.910 34.060 0.000000 873.220 33.970 0.000000 894.160 33.970 0.000000 908.210 33.910 0.000000 916.490 33.920 0.000000 928.290 34.010 0.000000 936.690 34.160 0.000000 940.960 34.200 0.000000 944.340 34.180 0.000000 948.230 34.080 0.000000 953.120 33.920 0.000000 959.520 33.980 0.000000 962.280 33.990 0.000000 973.700 33.940 0.000000 978.090 33.950 0.000000 982.480 34.080 0.000000 990.250 34.500 0.000000 993.140 34.260 0.000000 996.650 34.000 0.000000 1000.040 34.120 0.000000 1003.550 34.200 0.000000 1030.650 34.160 0.000000 1035.040 34.230 0.000000 1038.300 34.240 0.000000 1052.850 34.040 0.000000 1055.490 34.130 0.000000 1058.120 34.290 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 759 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1066.520 34.570 0.000000 1070.660 34.530 0.000000 1074.050 34.410 0.000000 1078.190 34.400 0.000000 1085.840 34.660 0.000000 1094.500 34.630 0.000000 1101.900 34.670 0.000000 1105.790 34.770 0.000000 1109.680 34.930 0.000000 1114.570 34.950 0.000000 1118.080 34.920 0.000000 1121.720 34.850 0.000000 1127.110 34.830 0.000000 1130.880 34.690 0.000000 1134.640 34.650 0.000000 1142.290 34.690 0.000000 1146.680 34.810 0.000000 1151.200 34.860 0.000000 1154.960 34.720 0.000000 1158.730 34.720 0.000000 1167.260 34.900 0.000000 1183.820 35.150 0.000000 1198.620 35.070 0.000000 1203.510 35.060 0.000000 1211.040 34.960 0.000000 1214.170 34.950 0.000000 1233.740 35.050 0.000000 1244.780 35.160 0.000000 1254.440 35.180 0.000000 --------------------------------------------------------------------- Name: XA0710C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.260 0.000000 4.930 21.790 0.000000 9.910 21.500 0.000000 14.850 21.280 0.000000 19.820 21.190 0.000000 24.760 21.020 0.000000 29.730 20.490 0.000000 34.670 20.110 0.000000 39.600 20.020 0.000000 44.580 19.970 0.000000 49.510 19.950 0.000000 54.490 19.990 0.000000 59.420 19.820 0.000000 64.360 19.360 0.000000 69.340 19.080 0.000000 74.270 18.910 0.000000 79.250 18.770 0.000000 89.160 18.560 0.000000 104.000 18.120 0.000000 108.940 18.040 0.000000 118.850 17.950 0.000000 128.760 17.640 0.000000 133.690 17.550 0.000000 138.670 17.490 0.000000 148.580 17.230 0.000000 153.520 17.240 0.000000 158.450 17.190 0.000000 163.430 17.090 0.000000 183.250 16.950 0.000000 193.120 16.410 0.000000 198.100 16.240 0.000000 203.030 16.180 0.000000 208.010 16.220 0.000000 212.940 16.190 0.000000 217.880 16.020 0.000000 222.850 15.900 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 760 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 227.790 15.800 0.000000 237.700 15.280 0.000000 242.680 15.070 0.000000 247.610 14.980 0.000000 252.540 15.120 0.000000 262.460 15.950 0.000000 267.430 15.620 0.000000 272.370 15.350 0.000000 277.350 15.250 0.000000 282.280 15.070 0.000000 287.210 15.020 0.000000 292.190 15.120 0.000000 297.120 15.120 0.000000 302.100 15.090 0.000000 307.040 15.000 0.000000 311.970 14.580 0.000000 316.950 14.260 0.000000 321.880 14.130 0.000000 326.860 14.240 0.000000 331.790 14.450 0.000000 336.730 14.280 0.000000 346.640 13.060 0.000000 351.570 12.660 0.000000 356.500 12.520 0.000000 361.440 12.640 0.000000 366.370 12.990 0.000000 371.300 13.540 0.000000 376.240 13.530 0.000000 386.110 13.230 0.000000 395.070 13.110 0.000000 398.260 13.000 0.000000 402.070 12.970 0.000000 405.840 12.890 0.000000 409.790 12.840 0.000000 413.690 12.870 0.000000 417.590 12.980 0.000000 421.540 13.050 0.000000 426.110 13.000 0.000000 430.640 12.810 0.000000 435.210 12.710 0.000000 440.060 12.770 0.000000 444.270 12.790 0.000000 448.490 12.780 0.000000 --------------------------------------------------------------------- Name: XA0720B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 42.740 0.000000 9.640 42.720 0.000000 24.110 42.810 0.000000 33.310 42.820 0.000000 37.810 42.730 0.000000 42.300 42.680 0.000000 45.590 42.700 0.000000 48.980 42.720 0.000000 55.780 42.880 0.000000 59.500 43.010 0.000000 74.080 42.720 0.000000 78.900 42.590 0.000000 93.370 42.560 0.000000 98.300 42.510 0.000000 103.120 42.370 0.000000 107.940 42.260 0.000000 112.870 42.080 0.000000 118.900 41.960 0.000000 123.390 41.810 0.000000 127.890 41.770 0.000000 136.870 41.890 0.000000 145.750 41.900 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 761 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 154.730 42.040 0.000000 159.120 41.860 0.000000 163.390 41.780 0.000000 170.950 41.730 0.000000 174.130 41.650 0.000000 178.080 41.700 0.000000 182.020 41.790 0.000000 185.970 41.840 0.000000 190.790 41.710 0.000000 195.610 41.640 0.000000 205.140 41.400 0.000000 209.960 41.130 0.000000 214.790 40.940 0.000000 219.500 40.700 0.000000 224.320 40.490 0.000000 229.140 40.240 0.000000 233.960 40.070 0.000000 238.680 39.760 0.000000 243.500 39.350 0.000000 248.320 39.110 0.000000 257.200 39.020 0.000000 261.690 38.910 0.000000 266.070 38.710 0.000000 270.570 38.430 0.000000 275.060 38.180 0.000000 285.030 37.820 0.000000 295.000 37.250 0.000000 299.930 37.050 0.000000 304.980 36.890 0.000000 309.910 36.640 0.000000 319.990 36.250 0.000000 324.920 36.030 0.000000 344.860 35.030 0.000000 349.900 34.720 0.000000 359.880 34.160 0.000000 374.780 33.400 0.000000 379.820 33.090 0.000000 384.750 32.830 0.000000 389.790 32.630 0.000000 393.960 32.440 0.000000 398.120 32.020 0.000000 402.290 31.570 0.000000 406.450 31.350 0.000000 410.610 31.170 0.000000 414.780 30.880 0.000000 418.940 30.750 0.000000 423.110 30.580 0.000000 431.220 29.840 0.000000 438.450 29.380 0.000000 445.790 29.220 0.000000 450.070 29.090 0.000000 458.610 28.960 0.000000 465.850 28.690 0.000000 468.800 28.650 0.000000 471.980 28.700 0.000000 475.160 28.700 0.000000 479.870 28.600 0.000000 483.600 28.570 0.000000 487.210 28.440 0.000000 490.940 28.180 0.000000 495.650 27.940 0.000000 502.450 27.520 0.000000 505.730 27.400 0.000000 510.450 27.310 0.000000 515.160 27.370 0.000000 519.870 27.560 0.000000 524.580 27.680 0.000000 529.300 27.710 0.000000 534.010 27.780 0.000000 538.610 27.920 0.000000 543.320 28.030 0.000000 548.030 28.020 0.000000 552.750 28.140 0.000000 557.460 28.360 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 762 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 561.510 28.700 0.000000 565.350 29.060 0.000000 569.400 29.520 0.000000 573.790 29.930 0.000000 577.840 29.940 0.000000 582.660 29.490 0.000000 587.380 29.430 0.000000 592.090 29.500 0.000000 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0.000000 816.850 30.800 0.000000 826.490 30.890 0.000000 831.310 30.900 0.000000 836.130 30.950 0.000000 845.780 31.220 0.000000 850.600 31.240 0.000000 855.310 31.300 0.000000 859.910 31.420 0.000000 864.520 31.450 0.000000 869.120 31.450 0.000000 875.470 31.860 0.000000 882.050 31.970 0.000000 885.010 32.130 0.000000 888.080 32.100 0.000000 892.900 32.220 0.000000 897.830 32.200 0.000000 902.760 32.430 0.000000 905.940 32.500 0.000000 909.120 32.440 0.000000 914.050 32.270 0.000000 920.950 32.180 0.000000 924.020 32.250 0.000000 930.810 32.580 0.000000 933.660 32.670 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 763 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 950.210 33.090 0.000000 954.700 33.120 0.000000 963.910 33.010 0.000000 968.510 33.760 0.000000 973.010 34.200 0.000000 976.950 34.280 0.000000 981.000 34.170 0.000000 984.950 33.920 0.000000 988.900 33.720 0.000000 1004.890 33.830 0.000000 1009.610 33.890 0.000000 1016.620 33.910 0.000000 1023.740 33.980 0.000000 1035.470 34.390 0.000000 1041.610 34.420 0.000000 1047.740 34.570 0.000000 1051.800 34.740 0.000000 1058.150 35.050 0.000000 1063.190 35.120 0.000000 1069.330 35.160 0.000000 1081.820 35.150 0.000000 1091.690 35.490 0.000000 1095.850 35.490 0.000000 --------------------------------------------------------------------- Name: XA0730B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 11.160 0.000000 9.480 11.420 0.000000 14.330 11.470 0.000000 19.070 11.240 0.000000 23.810 11.090 0.000000 28.550 11.150 0.000000 33.280 11.360 0.000000 38.140 11.100 0.000000 42.880 10.910 0.000000 47.620 10.620 0.000000 52.350 10.640 0.000000 57.090 10.710 0.000000 66.680 10.400 0.000000 76.160 10.570 0.000000 80.900 10.470 0.000000 84.480 10.450 0.000000 88.070 10.390 0.000000 91.760 10.270 0.000000 99.160 10.370 0.000000 103.550 10.200 0.000000 107.250 10.150 0.000000 114.420 10.080 0.000000 119.040 10.110 0.000000 123.660 10.010 0.000000 128.280 10.050 0.000000 132.790 10.150 0.000000 146.780 10.520 0.000000 151.510 10.590 0.000000 156.250 10.730 0.000000 160.870 10.750 0.000000 170.350 10.670 0.000000 176.820 10.680 0.000000 188.610 10.390 0.000000 193.230 10.310 0.000000 197.860 10.280 0.000000 202.480 10.290 0.000000 207.100 10.360 0.000000 211.610 10.510 0.000000 225.480 10.440 0.000000 229.520 10.340 0.000000 233.570 10.150 0.000000 237.610 10.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 764 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 245.700 10.020 0.000000 252.980 10.080 0.000000 256.110 10.180 0.000000 259.570 10.120 0.000000 264.430 10.070 0.000000 268.930 9.940 0.000000 271.480 9.950 0.000000 282.920 10.230 0.000000 287.430 10.270 0.000000 291.930 10.120 0.000000 296.440 9.890 0.000000 300.830 9.860 0.000000 305.340 10.060 0.000000 309.850 10.300 0.000000 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0.000000 550.120 9.340 0.000000 559.940 9.380 0.000000 564.910 9.340 0.000000 570.570 9.470 0.000000 574.160 9.580 0.000000 594.030 9.750 0.000000 605.710 9.700 0.000000 609.870 9.660 0.000000 618.190 9.500 0.000000 620.850 9.470 0.000000 631.250 9.240 0.000000 640.610 9.120 0.000000 645.350 9.030 0.000000 654.710 9.020 0.000000 659.450 8.960 0.000000 663.960 8.960 0.000000 668.460 9.090 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 765 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 672.970 9.040 0.000000 681.870 9.010 0.000000 686.260 8.900 0.000000 690.650 8.870 0.000000 695.040 8.880 0.000000 707.870 8.770 0.000000 718.160 8.710 0.000000 722.670 8.580 0.000000 727.290 8.540 0.000000 735.490 8.540 0.000000 738.960 8.500 0.000000 743.120 8.490 0.000000 759.760 8.500 0.000000 763.230 8.560 0.000000 775.600 8.640 0.000000 779.990 8.620 0.000000 784.380 8.560 0.000000 793.280 8.520 0.000000 806.340 8.590 0.000000 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0.000000 1087.990 9.240 0.000000 1090.760 9.280 0.000000 1094.340 9.250 0.000000 1096.770 9.260 0.000000 1100.810 9.080 0.000000 1105.320 9.040 0.000000 1109.020 9.240 0.000000 1112.830 9.360 0.000000 1118.380 9.340 0.000000 1123.120 9.260 0.000000 1132.360 9.380 0.000000 1137.100 9.370 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 766 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1141.730 9.270 0.000000 1146.350 9.230 0.000000 1155.710 9.240 0.000000 --------------------------------------------------------------------- Name: XA0740B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 19.450 0.000000 3.970 19.470 0.000000 14.230 19.660 0.000000 18.510 19.850 0.000000 22.780 19.990 0.000000 27.050 20.170 0.000000 31.330 20.400 0.000000 38.330 20.840 0.000000 41.830 21.110 0.000000 45.740 21.340 0.000000 49.660 21.470 0.000000 57.490 21.940 0.000000 --------------------------------------------------------------------- Name: XA0750C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 16.370 0.000000 4.180 16.300 0.000000 7.070 16.170 0.000000 10.290 15.980 0.000000 15.430 15.870 0.000000 20.260 16.070 0.000000 25.400 16.160 0.000000 29.900 16.110 0.000000 39.230 16.220 0.000000 48.230 16.100 0.000000 52.730 16.210 0.000000 55.950 16.240 0.000000 63.340 16.160 0.000000 87.460 16.240 0.000000 96.140 16.160 0.000000 100.640 16.180 0.000000 104.500 16.110 0.000000 108.360 16.100 0.000000 124.760 16.190 0.000000 128.940 16.180 0.000000 133.760 16.110 0.000000 140.520 16.110 0.000000 145.020 16.040 0.000000 148.880 15.920 0.000000 153.060 15.900 0.000000 165.280 16.170 0.000000 172.350 16.530 0.000000 174.920 16.400 0.000000 178.460 16.180 0.000000 182.000 16.140 0.000000 185.850 16.130 0.000000 192.930 16.210 0.000000 204.180 16.260 0.000000 208.040 16.240 0.000000 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471.710 12.770 0.000000 476.210 12.710 0.000000 481.040 12.540 0.000000 486.820 12.490 0.000000 497.110 12.440 0.000000 504.190 12.280 0.000000 516.730 12.100 0.000000 520.910 11.980 0.000000 527.660 11.920 0.000000 532.480 11.910 0.000000 545.670 11.940 0.000000 554.350 12.000 0.000000 566.570 11.970 0.000000 571.390 11.990 0.000000 576.540 12.080 0.000000 584.250 12.040 0.000000 591.650 11.920 0.000000 595.830 11.940 0.000000 600.010 12.010 0.000000 604.510 12.010 0.000000 615.440 11.870 0.000000 625.730 11.870 0.000000 629.590 11.760 0.000000 636.990 11.760 0.000000 640.520 11.710 0.000000 645.030 11.590 0.000000 654.030 11.450 0.000000 663.030 11.200 0.000000 672.040 11.050 0.000000 676.540 10.880 0.000000 681.040 10.980 0.000000 683.610 11.000 0.000000 687.470 10.950 0.000000 691.010 11.040 0.000000 694.870 11.220 0.000000 699.370 11.170 0.000000 712.550 11.150 0.000000 721.880 11.060 0.000000 726.380 11.000 0.000000 730.240 10.900 0.000000 742.450 10.790 0.000000 745.990 10.710 0.000000 749.850 10.680 0.000000 753.390 10.690 0.000000 757.890 10.590 0.000000 771.390 10.480 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 768 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 780.720 10.610 0.000000 795.830 9.850 0.000000 803.550 9.680 0.000000 810.940 9.570 0.000000 819.630 9.550 0.000000 825.090 9.740 0.000000 829.920 9.740 0.000000 839.880 9.650 0.000000 845.030 9.630 0.000000 850.170 9.660 0.000000 854.030 9.620 0.000000 861.750 9.850 0.000000 865.290 9.800 0.000000 868.180 9.660 0.000000 870.750 9.640 0.000000 874.290 9.680 0.000000 877.830 9.800 0.000000 890.370 10.060 0.000000 894.870 10.090 0.000000 897.760 9.980 0.000000 900.980 9.820 0.000000 903.230 9.870 0.000000 914.480 9.780 0.000000 922.520 9.840 0.000000 929.600 9.820 0.000000 933.130 9.920 0.000000 936.030 9.930 0.000000 938.920 9.980 0.000000 942.460 9.920 0.000000 946.320 9.910 0.000000 950.500 9.780 0.000000 954.350 9.780 0.000000 957.890 9.830 0.000000 961.750 9.930 0.000000 970.750 10.000 0.000000 974.610 10.090 0.000000 978.150 10.320 0.000000 981.040 10.460 0.000000 983.620 10.480 0.000000 987.470 10.380 0.000000 991.010 10.230 0.000000 994.870 10.130 0.000000 997.760 10.120 0.000000 1007.410 10.000 0.000000 1015.130 9.970 0.000000 1019.630 9.900 0.000000 1033.780 9.880 0.000000 1036.030 9.850 0.000000 1039.890 9.740 0.000000 1046.320 9.750 0.000000 1052.110 9.900 0.000000 1055.960 9.880 0.000000 1059.500 9.820 0.000000 1063.360 9.840 0.000000 1067.860 9.930 0.000000 1072.040 10.180 0.000000 1081.040 10.430 0.000000 1085.220 10.420 0.000000 1094.230 10.200 0.000000 1098.090 10.160 0.000000 1113.840 10.080 0.000000 1132.170 10.140 0.000000 1135.060 10.000 0.000000 1138.920 10.050 0.000000 1142.780 10.210 0.000000 1146.320 10.420 0.000000 1150.500 10.560 0.000000 1154.360 10.410 0.000000 1158.540 10.030 0.000000 1162.400 9.850 0.000000 1166.900 9.820 0.000000 1176.540 9.840 0.000000 1185.870 9.630 0.000000 1189.730 9.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 769 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1193.590 9.690 0.000000 1197.120 9.680 0.000000 1200.980 9.550 0.000000 1203.880 9.410 0.000000 1206.770 9.320 0.000000 1210.950 9.250 0.000000 1219.310 9.370 0.000000 1227.030 9.240 0.000000 1230.240 9.130 0.000000 1239.570 8.890 0.000000 1244.070 8.710 0.000000 1252.110 8.500 0.000000 1255.640 8.450 0.000000 1259.500 8.420 0.000000 1263.360 8.500 0.000000 1267.860 8.490 0.000000 1284.580 8.810 0.000000 1291.660 8.880 0.000000 1300.020 8.870 0.000000 1309.340 8.890 0.000000 1313.200 8.820 0.000000 1321.880 8.830 0.000000 1326.710 8.890 0.000000 1331.850 9.020 0.000000 1336.680 9.180 0.000000 1341.180 9.270 0.000000 1344.710 9.410 0.000000 1348.250 9.270 0.000000 1351.790 8.980 0.000000 1354.680 8.920 0.000000 1364.970 8.960 0.000000 1369.470 8.920 0.000000 1380.410 9.030 0.000000 1389.090 8.930 0.000000 1398.090 8.980 0.000000 1402.590 8.930 0.000000 1407.090 8.930 0.000000 1411.600 8.770 0.000000 1420.600 8.540 0.000000 1434.100 8.340 0.000000 1449.540 8.250 0.000000 1462.080 8.020 0.000000 1467.220 7.970 0.000000 1477.830 7.970 0.000000 1486.840 7.890 0.000000 1491.660 7.760 0.000000 1501.630 7.780 0.000000 1511.280 7.620 0.000000 1530.570 7.630 0.000000 1534.750 7.590 0.000000 1538.610 7.490 0.000000 1542.470 7.460 0.000000 1546.650 7.310 0.000000 1550.180 7.240 0.000000 1554.040 7.230 0.000000 1560.470 7.360 0.000000 1572.690 7.500 0.000000 1580.090 7.490 0.000000 1586.520 7.590 0.000000 1589.410 7.600 0.000000 1592.950 7.530 0.000000 1597.450 7.390 0.000000 1601.950 7.300 0.000000 1609.350 7.400 0.000000 1613.530 7.420 0.000000 1617.390 7.380 0.000000 1621.250 7.400 0.000000 1625.100 7.550 0.000000 1629.610 7.790 0.000000 1633.140 7.820 0.000000 1641.820 7.830 0.000000 1645.680 7.770 0.000000 1649.540 7.800 0.000000 1653.400 7.890 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 770 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1657.900 7.800 0.000000 1661.760 7.640 0.000000 1665.620 7.580 0.000000 1673.340 7.340 0.000000 1677.190 7.450 0.000000 1681.050 7.500 0.000000 1692.630 7.460 0.000000 1697.130 7.400 0.000000 1705.170 7.460 0.000000 1732.820 7.390 0.000000 1737.000 7.430 0.000000 1744.720 7.430 0.000000 1752.120 7.490 0.000000 1760.480 7.410 0.000000 1764.660 7.410 0.000000 1773.340 7.500 0.000000 1789.410 7.510 0.000000 1798.100 7.600 0.000000 1805.170 7.740 0.000000 1818.030 7.820 0.000000 1821.250 7.800 0.000000 1829.610 7.900 0.000000 1834.110 7.880 0.000000 1842.470 7.910 0.000000 1850.510 7.980 0.000000 1854.370 8.060 0.000000 1857.900 8.090 0.000000 1865.940 7.990 0.000000 1874.300 8.020 0.000000 1882.990 7.940 0.000000 1886.200 7.990 0.000000 1901.960 7.950 0.000000 1912.890 7.860 0.000000 1917.390 7.760 0.000000 1923.500 7.700 0.000000 1930.250 7.570 0.000000 1934.750 7.450 0.000000 1939.900 7.410 0.000000 1950.830 7.410 0.000000 1954.690 7.430 0.000000 1954.690 7.430 0.000000 1973.980 7.200 0.000000 1986.850 7.200 0.000000 1991.350 7.170 0.000000 1994.560 7.190 0.000000 2006.780 7.480 0.000000 2011.280 7.500 0.000000 2014.500 7.550 0.000000 2018.360 7.530 0.000000 2022.540 7.620 0.000000 2034.110 7.630 0.000000 2038.620 7.690 0.000000 2042.470 7.690 0.000000 2046.010 7.640 0.000000 2048.900 7.600 0.000000 2051.480 7.500 0.000000 2054.690 7.530 0.000000 2057.910 7.530 0.000000 2070.450 7.210 0.000000 2075.270 7.170 0.000000 2079.770 7.230 0.000000 2084.600 7.360 0.000000 2089.420 7.530 0.000000 2093.920 7.590 0.000000 2096.820 7.580 0.000000 2106.780 7.280 0.000000 2110.960 7.210 0.000000 2119.000 7.620 0.000000 2130.900 7.240 0.000000 2135.400 7.340 0.000000 2144.080 7.220 0.000000 2147.940 7.230 0.000000 2154.370 7.330 0.000000 2164.660 7.430 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 771 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 2172.060 7.570 0.000000 2180.740 7.810 0.000000 2184.600 7.860 0.000000 2189.420 7.650 0.000000 2194.240 7.580 0.000000 2199.390 7.630 0.000000 2203.890 7.720 0.000000 2210.320 7.650 0.000000 2218.040 7.650 0.000000 2221.900 7.730 0.000000 2226.080 7.680 0.000000 2233.150 7.660 0.000000 2237.970 7.710 0.000000 2242.480 7.720 0.000000 2249.870 7.690 0.000000 2265.630 7.400 0.000000 2270.770 7.510 0.000000 2275.600 7.790 0.000000 2278.490 8.010 0.000000 2283.310 7.660 0.000000 2292.960 7.530 0.000000 2297.780 7.430 0.000000 2301.640 7.470 0.000000 2306.790 7.600 0.000000 2310.640 7.650 0.000000 2314.500 7.650 0.000000 2322.540 7.490 0.000000 2326.400 7.490 0.000000 2330.580 7.420 0.000000 2338.620 7.430 0.000000 2343.120 7.550 0.000000 2347.940 7.760 0.000000 2351.480 7.850 0.000000 2359.200 7.950 0.000000 2363.700 8.040 0.000000 2368.200 8.200 0.000000 2372.700 8.320 0.000000 2377.210 8.250 0.000000 2385.890 7.930 0.000000 2390.070 7.850 0.000000 2394.570 7.840 0.000000 2398.750 7.920 0.000000 2403.250 8.140 0.000000 2412.250 7.930 0.000000 2416.430 8.060 0.000000 2420.940 8.150 0.000000 2429.940 7.810 0.000000 2434.440 7.740 0.000000 2444.090 7.830 0.000000 2447.950 8.000 0.000000 2455.020 7.850 0.000000 2460.160 7.950 0.000000 2464.340 7.920 0.000000 2468.520 7.980 0.000000 2472.700 8.060 0.000000 2481.070 8.290 0.000000 2485.250 8.360 0.000000 2488.140 8.350 0.000000 2490.710 8.270 0.000000 2494.570 8.370 0.000000 2498.110 8.420 0.000000 2510.330 8.420 0.000000 2530.910 8.610 0.000000 2538.300 8.560 0.000000 2546.660 8.580 0.000000 2550.840 8.600 0.000000 2555.020 8.670 0.000000 2559.200 8.790 0.000000 2563.380 8.990 0.000000 2567.560 9.310 0.000000 2571.740 9.440 0.000000 2575.920 9.760 0.000000 2588.460 10.500 0.000000 2592.960 10.250 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 772 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 2597.140 10.170 0.000000 2601.320 10.030 0.000000 2605.500 9.600 0.000000 2611.290 9.070 0.000000 2616.440 8.700 0.000000 2621.260 8.470 0.000000 2629.300 8.470 0.000000 2632.510 8.530 0.000000 2637.660 8.710 0.000000 2642.480 8.800 0.000000 2647.630 8.840 0.000000 2653.090 8.750 0.000000 2657.920 8.890 0.000000 2662.740 8.850 0.000000 2671.740 8.710 0.000000 2694.250 8.760 0.000000 2697.790 8.830 0.000000 2712.260 9.010 0.000000 2719.650 9.010 0.000000 2727.370 9.100 0.000000 2736.700 9.120 0.000000 2746.340 9.260 0.000000 2750.840 9.280 0.000000 2760.490 9.390 0.000000 2764.990 9.400 0.000000 2769.490 9.450 0.000000 2773.670 9.560 0.000000 2776.890 9.580 0.000000 2780.100 9.530 0.000000 2789.430 9.730 0.000000 2800.680 9.850 0.000000 2808.720 10.030 0.000000 2815.800 9.970 0.000000 2828.340 10.080 0.000000 2837.020 10.220 0.000000 2840.230 10.210 0.000000 2845.060 10.260 0.000000 2852.130 10.360 0.000000 2864.670 10.480 0.000000 2868.850 10.500 0.000000 2872.390 10.460 0.000000 2883.640 10.650 0.000000 2895.540 10.810 0.000000 2899.720 10.730 0.000000 2902.610 10.940 0.000000 2905.830 10.930 0.000000 --------------------------------------------------------------------- Name: XA0760B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 10.930 0.000000 3.820 10.900 0.000000 8.010 10.410 0.000000 12.180 11.110 0.000000 16.130 12.350 0.000000 19.950 13.360 0.000000 23.780 13.990 0.000000 28.100 14.980 0.000000 31.520 15.540 0.000000 35.690 16.280 0.000000 39.880 16.960 0.000000 43.700 17.170 0.000000 --------------------------------------------------------------------- Name: XA0760C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 773 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 17.720 0.000000 4.250 17.710 0.000000 8.270 17.840 0.000000 12.210 17.730 0.000000 16.610 17.670 0.000000 26.700 17.660 0.000000 29.200 17.630 0.000000 36.710 17.140 0.000000 45.280 16.730 0.000000 49.520 16.460 0.000000 53.770 16.310 0.000000 57.260 16.300 0.000000 61.510 16.200 0.000000 65.750 16.060 0.000000 73.190 15.940 0.000000 76.830 15.900 0.000000 83.580 15.900 0.000000 94.120 15.800 0.000000 97.610 15.790 0.000000 106.100 15.620 0.000000 110.500 15.670 0.000000 114.290 15.670 0.000000 118.080 15.620 0.000000 129.990 15.550 0.000000 134.460 15.590 0.000000 141.900 15.450 0.000000 146.370 15.470 0.000000 150.090 15.440 0.000000 153.800 15.360 0.000000 159.260 15.420 0.000000 166.700 15.360 0.000000 183.080 15.360 0.000000 186.870 15.330 0.000000 195.060 15.180 0.000000 210.760 15.210 0.000000 219.940 15.170 0.000000 226.310 15.050 0.000000 231.240 15.090 0.000000 242.760 14.940 0.000000 251.180 14.880 0.000000 255.880 14.820 0.000000 275.530 14.780 0.000000 279.320 14.750 0.000000 291.230 14.550 0.000000 306.920 14.480 0.000000 336.200 14.160 0.000000 343.710 14.100 0.000000 351.900 14.120 0.000000 355.610 14.070 0.000000 363.800 13.850 0.000000 367.600 13.800 0.000000 370.330 13.830 0.000000 372.980 13.830 0.000000 379.350 13.790 0.000000 384.280 13.830 0.000000 388.150 13.780 0.000000 395.730 13.750 0.000000 399.980 13.710 0.000000 404.450 13.730 0.000000 408.170 13.710 0.000000 416.360 13.620 0.000000 428.340 13.650 0.000000 435.850 13.420 0.000000 440.330 13.430 0.000000 448.820 13.400 0.000000 456.560 13.420 0.000000 460.800 13.390 0.000000 464.820 13.330 0.000000 468.690 13.240 0.000000 476.280 13.170 0.000000 485.000 13.160 0.000000 488.710 13.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 774 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 500.540 12.930 0.000000 517.610 12.760 0.000000 521.020 12.780 0.000000 533.230 12.640 0.000000 541.880 12.580 0.000000 549.380 12.470 0.000000 553.780 12.470 0.000000 561.290 12.290 0.000000 565.770 12.250 0.000000 569.480 12.290 0.000000 577.670 12.290 0.000000 581.470 12.240 0.000000 585.260 12.160 0.000000 589.660 12.160 0.000000 597.160 12.040 0.000000 602.020 12.070 0.000000 617.790 11.930 0.000000 625.980 11.910 0.000000 637.890 11.790 0.000000 641.680 11.730 0.000000 649.870 11.680 0.000000 653.590 11.620 0.000000 657.760 11.650 0.000000 661.700 11.600 0.000000 670.200 11.560 0.000000 678.540 11.360 0.000000 682.180 11.410 0.000000 685.750 11.430 0.000000 689.390 11.380 0.000000 693.560 11.360 0.000000 697.730 11.310 0.000000 701.980 11.220 0.000000 706.680 11.240 0.000000 726.320 11.150 0.000000 733.830 10.990 0.000000 738.300 11.070 0.000000 742.550 11.060 0.000000 746.800 10.990 0.000000 750.130 11.000 0.000000 758.400 10.930 0.000000 --------------------------------------------------------------------- Name: XA0790B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 18.260 0.000000 4.180 18.290 0.000000 8.350 18.230 0.000000 13.260 18.290 0.000000 17.040 18.290 0.000000 20.770 18.250 0.000000 28.890 18.250 0.000000 32.670 18.200 0.000000 36.790 18.230 0.000000 44.690 18.150 0.000000 48.470 18.230 0.000000 60.830 18.270 0.000000 69.460 18.180 0.000000 73.240 18.190 0.000000 81.370 18.090 0.000000 85.090 18.140 0.000000 88.870 18.110 0.000000 92.990 18.140 0.000000 96.890 18.130 0.000000 100.890 18.010 0.000000 111.050 18.210 0.000000 113.760 18.120 0.000000 117.480 18.120 0.000000 121.210 18.070 0.000000 125.610 17.980 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 775 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 129.330 18.050 0.000000 133.110 18.050 0.000000 137.520 17.970 0.000000 141.240 18.030 0.000000 149.420 17.950 0.000000 153.150 17.970 0.000000 156.870 17.940 0.000000 161.720 17.980 0.000000 165.560 18.060 0.000000 168.890 17.960 0.000000 177.410 18.030 0.000000 181.810 17.900 0.000000 185.540 18.030 0.000000 189.260 18.070 0.000000 193.720 17.920 0.000000 201.170 18.020 0.000000 205.570 17.860 0.000000 213.070 18.050 0.000000 217.470 17.990 0.000000 221.710 18.090 0.000000 225.940 18.060 0.000000 234.120 18.090 0.000000 237.840 18.080 0.000000 245.970 18.140 0.000000 249.750 18.100 0.000000 254.150 18.160 0.000000 261.660 18.050 0.000000 264.310 18.130 0.000000 267.020 18.150 0.000000 270.230 18.160 0.000000 273.390 18.120 0.000000 282.080 18.170 0.000000 285.410 18.150 0.000000 289.640 18.230 0.000000 293.880 18.210 0.000000 298.280 18.050 0.000000 302.060 18.080 0.000000 310.180 17.970 0.000000 313.970 18.070 0.000000 317.690 18.070 0.000000 322.090 17.950 0.000000 326.320 18.010 0.000000 330.560 18.020 0.000000 333.940 17.980 0.000000 341.900 17.950 0.000000 346.070 18.020 0.000000 350.250 18.040 0.000000 354.420 17.980 0.000000 362.890 18.020 0.000000 366.610 17.950 0.000000 370.730 17.990 0.000000 374.630 17.980 0.000000 378.690 17.880 0.000000 386.140 17.910 0.000000 388.850 17.900 0.000000 391.550 17.850 0.000000 395.280 17.990 0.000000 398.950 18.050 0.000000 403.400 17.960 0.000000 407.130 17.960 0.000000 415.250 17.900 0.000000 419.030 17.990 0.000000 422.760 18.020 0.000000 430.880 17.990 0.000000 434.660 17.920 0.000000 442.790 17.950 0.000000 446.510 17.870 0.000000 449.220 17.930 0.000000 451.880 17.920 0.000000 455.600 17.960 0.000000 459.320 17.960 0.000000 463.390 18.060 0.000000 467.280 18.090 0.000000 471.400 17.990 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 776 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 478.900 18.020 0.000000 483.310 17.950 0.000000 487.030 17.980 0.000000 495.210 17.990 0.000000 498.880 18.090 0.000000 502.600 18.090 0.000000 507.060 18.040 0.000000 511.290 18.120 0.000000 519.930 18.080 0.000000 523.650 18.140 0.000000 527.430 18.130 0.000000 531.830 18.070 0.000000 535.560 18.050 0.000000 544.020 18.060 0.000000 547.750 18.100 0.000000 551.410 18.220 0.000000 555.140 18.460 0.000000 560.050 18.620 0.000000 564.280 18.620 0.000000 --------------------------------------------------------------------- Name: XA0790C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 17.210 0.000000 3.130 17.060 0.000000 10.570 17.000 0.000000 19.830 16.880 0.000000 24.790 16.850 0.000000 34.710 16.960 0.000000 44.640 17.030 0.000000 49.210 17.030 0.000000 52.430 16.920 0.000000 56.280 16.840 0.000000 71.820 16.720 0.000000 74.320 16.790 0.000000 76.820 16.800 0.000000 83.540 16.760 0.000000 87.030 16.790 0.000000 90.550 16.860 0.000000 95.210 16.810 0.000000 --------------------------------------------------------------------- Name: XA0810B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 20.360 0.000000 4.410 20.370 0.000000 8.870 20.330 0.000000 13.290 20.320 0.000000 17.650 20.260 0.000000 21.960 20.140 0.000000 26.260 20.230 0.000000 31.030 20.200 0.000000 35.860 20.250 0.000000 39.960 20.240 0.000000 44.120 20.230 0.000000 48.220 20.220 0.000000 52.370 20.210 0.000000 56.480 20.210 0.000000 59.660 20.310 0.000000 62.740 20.540 0.000000 67.300 20.570 0.000000 71.820 20.570 0.000000 75.970 20.440 0.000000 80.130 20.350 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 777 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 84.330 20.280 0.000000 88.490 20.230 0.000000 92.640 20.190 0.000000 96.800 20.160 0.000000 100.950 20.130 0.000000 105.670 20.080 0.000000 110.390 19.990 0.000000 115.110 19.930 0.000000 119.520 19.700 0.000000 123.990 19.380 0.000000 128.400 19.110 0.000000 132.300 18.910 0.000000 136.250 18.820 0.000000 140.140 18.880 0.000000 144.450 18.970 0.000000 148.760 18.940 0.000000 153.070 18.760 0.000000 157.330 18.640 0.000000 161.640 18.550 0.000000 166.360 18.460 0.000000 171.080 18.420 0.000000 175.180 18.410 0.000000 179.280 18.410 0.000000 183.390 18.410 0.000000 187.490 18.410 0.000000 191.600 18.410 0.000000 195.960 18.410 0.000000 200.370 18.420 0.000000 204.730 18.420 0.000000 209.140 18.420 0.000000 213.600 18.430 0.000000 218.060 18.440 0.000000 222.480 18.450 0.000000 226.940 18.460 0.000000 231.350 18.470 0.000000 236.330 18.490 0.000000 241.250 18.510 0.000000 245.350 18.520 0.000000 249.460 18.440 0.000000 254.130 18.330 0.000000 258.790 18.290 0.000000 263.460 18.350 0.000000 268.130 18.380 0.000000 272.800 18.440 0.000000 277.470 18.520 0.000000 282.140 18.560 0.000000 284.700 18.610 0.000000 287.320 18.650 0.000000 291.730 18.720 0.000000 296.140 18.700 0.000000 300.550 18.660 0.000000 305.060 18.630 0.000000 309.530 18.610 0.000000 314.040 18.600 0.000000 318.560 18.620 0.000000 323.070 18.640 0.000000 327.580 18.680 0.000000 332.100 18.700 0.000000 335.640 18.720 0.000000 339.430 18.720 0.000000 343.180 18.790 0.000000 346.920 18.900 0.000000 351.280 18.820 0.000000 355.640 18.640 0.000000 360.000 18.510 0.000000 364.360 18.400 0.000000 368.780 18.330 0.000000 372.470 18.290 0.000000 376.160 18.250 0.000000 379.910 18.240 0.000000 382.830 18.240 0.000000 385.810 18.250 0.000000 389.910 18.260 0.000000 394.070 18.250 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 778 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 398.170 18.200 0.000000 402.530 18.160 0.000000 406.840 18.140 0.000000 411.150 18.100 0.000000 415.970 18.020 0.000000 420.070 17.770 0.000000 424.130 17.720 0.000000 428.230 17.760 0.000000 432.330 17.850 0.000000 436.390 17.940 0.000000 440.130 18.010 0.000000 443.880 18.210 0.000000 447.620 18.470 0.000000 451.620 18.540 0.000000 455.570 18.730 0.000000 459.570 18.890 0.000000 463.730 19.030 0.000000 467.880 19.050 0.000000 472.040 19.130 0.000000 476.190 19.250 0.000000 480.760 19.250 0.000000 485.270 19.140 0.000000 489.840 19.060 0.000000 494.450 19.210 0.000000 499.070 19.500 0.000000 503.740 19.530 0.000000 508.360 19.620 0.000000 512.970 19.750 0.000000 --------------------------------------------------------------------- Name: XA0820C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 17.210 0.000000 9.820 17.070 0.000000 13.750 17.110 0.000000 17.860 17.050 0.000000 25.900 17.550 0.000000 30.550 17.600 0.000000 33.760 17.540 0.000000 40.190 17.360 0.000000 48.950 17.280 0.000000 52.700 17.370 0.000000 56.450 17.530 0.000000 60.560 17.770 0.000000 64.490 17.880 0.000000 68.060 17.920 0.000000 71.810 17.830 0.000000 75.560 17.630 0.000000 79.310 17.330 0.000000 85.570 17.330 0.000000 93.070 17.190 0.000000 102.180 17.270 0.000000 106.640 17.200 0.000000 110.570 17.100 0.000000 114.330 16.940 0.000000 124.150 16.440 0.000000 128.800 16.310 0.000000 133.440 16.210 0.000000 153.270 16.400 0.000000 160.590 16.510 0.000000 168.270 16.660 0.000000 175.950 16.710 0.000000 178.630 16.750 0.000000 181.490 16.840 0.000000 192.210 16.780 0.000000 200.430 16.350 0.000000 204.890 16.280 0.000000 217.220 16.490 0.000000 225.080 16.510 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 779 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 232.940 16.490 0.000000 240.080 16.580 0.000000 244.550 16.600 0.000000 249.020 16.570 0.000000 252.950 16.260 0.000000 256.700 16.060 0.000000 260.450 15.980 0.000000 264.380 15.970 0.000000 268.310 15.890 0.000000 276.350 15.610 0.000000 280.280 15.590 0.000000 287.780 15.610 0.000000 296.000 15.540 0.000000 304.210 15.630 0.000000 307.070 15.690 0.000000 309.930 15.710 0.000000 313.680 15.780 0.000000 317.430 15.920 0.000000 321.180 16.100 0.000000 325.470 16.120 0.000000 334.050 16.210 0.000000 338.690 16.310 0.000000 343.330 16.220 0.000000 347.980 16.180 0.000000 359.590 16.220 0.000000 363.880 16.090 0.000000 372.270 15.760 0.000000 384.240 15.370 0.000000 388.710 15.310 0.000000 400.680 15.400 0.000000 405.140 15.370 0.000000 408.890 15.540 0.000000 417.470 16.140 0.000000 425.860 16.250 0.000000 437.120 16.270 0.000000 444.980 16.320 0.000000 452.840 16.310 0.000000 456.770 16.200 0.000000 460.700 16.150 0.000000 468.560 16.100 0.000000 473.200 16.000 0.000000 478.200 15.840 0.000000 483.200 15.890 0.000000 488.030 16.070 0.000000 491.420 16.230 0.000000 501.070 16.140 0.000000 517.680 16.130 0.000000 525.720 16.080 0.000000 532.150 15.920 0.000000 540.900 15.780 0.000000 544.830 15.750 0.000000 548.590 15.770 0.000000 552.690 15.980 0.000000 556.800 16.250 0.000000 561.090 16.450 0.000000 565.200 16.510 0.000000 568.410 16.610 0.000000 571.450 16.580 0.000000 576.450 16.390 0.000000 581.450 16.250 0.000000 588.960 16.250 0.000000 591.640 16.230 0.000000 599.140 16.300 0.000000 603.600 16.370 0.000000 607.360 16.380 0.000000 615.570 16.130 0.000000 619.500 16.100 0.000000 625.930 16.270 0.000000 628.610 16.260 0.000000 631.110 16.310 0.000000 638.970 16.700 0.000000 643.440 16.790 0.000000 650.050 16.760 0.000000 654.340 16.650 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 780 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 660.410 16.450 0.000000 667.730 16.280 0.000000 675.770 16.210 0.000000 679.520 16.140 0.000000 683.450 15.950 0.000000 686.850 15.870 0.000000 691.130 15.910 0.000000 703.280 16.180 0.000000 707.570 16.240 0.000000 711.320 16.230 0.000000 715.610 16.250 0.000000 724.000 16.330 0.000000 728.110 16.480 0.000000 736.150 16.320 0.000000 740.260 16.320 0.000000 744.190 16.260 0.000000 756.160 16.000 0.000000 760.800 16.010 0.000000 765.270 16.090 0.000000 773.490 16.130 0.000000 777.420 16.170 0.000000 789.380 16.490 0.000000 793.130 16.470 0.000000 796.890 16.390 0.000000 801.530 16.130 0.000000 806.180 15.930 0.000000 810.640 15.850 0.000000 815.110 15.830 0.000000 821.540 15.780 0.000000 825.470 15.720 0.000000 830.110 15.700 0.000000 846.900 15.400 0.000000 851.010 15.360 0.000000 860.120 15.580 0.000000 863.870 15.690 0.000000 871.910 16.000 0.000000 883.350 16.340 0.000000 887.450 16.440 0.000000 895.850 16.580 0.000000 903.170 16.750 0.000000 912.640 16.790 0.000000 915.860 16.840 0.000000 918.890 16.920 0.000000 932.830 17.100 0.000000 941.220 17.140 0.000000 945.150 17.230 0.000000 949.080 17.160 0.000000 953.010 17.150 0.000000 957.120 17.080 0.000000 965.700 17.070 0.000000 970.340 17.100 0.000000 974.980 17.430 0.000000 979.630 18.040 0.000000 984.270 18.730 0.000000 993.740 19.990 0.000000 998.390 20.710 0.000000 1003.210 21.290 0.000000 1012.500 21.810 0.000000 1016.960 21.970 0.000000 1021.250 22.110 0.000000 1025.900 22.210 0.000000 1055.550 23.130 0.000000 1063.410 23.310 0.000000 1067.340 23.340 0.000000 1083.060 23.610 0.000000 1086.270 23.640 0.000000 1090.020 23.760 0.000000 1093.780 23.930 0.000000 1096.990 24.140 0.000000 1100.030 24.520 0.000000 1103.420 25.310 0.000000 1106.990 26.210 0.000000 1110.390 27.200 0.000000 1114.140 28.250 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 781 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1118.070 28.750 0.000000 1121.820 28.980 0.000000 1125.570 29.120 0.000000 1129.320 29.120 0.000000 1136.290 29.050 0.000000 1140.220 29.080 0.000000 1144.150 29.220 0.000000 1148.620 29.330 0.000000 1155.940 29.340 0.000000 1159.690 29.380 0.000000 1168.440 29.550 0.000000 1172.370 29.710 0.000000 1176.300 29.910 0.000000 1187.920 30.570 0.000000 1191.670 30.670 0.000000 1195.780 30.840 0.000000 1200.060 31.040 0.000000 1204.170 31.280 0.000000 1208.460 31.600 0.000000 1216.500 32.510 0.000000 1220.430 32.900 0.000000 1224.360 33.230 0.000000 1234.180 33.850 0.000000 1239.010 34.350 0.000000 1243.830 34.770 0.000000 1253.120 35.480 0.000000 1257.400 35.870 0.000000 1269.020 36.500 0.000000 1273.120 36.660 0.000000 1277.050 37.200 0.000000 1279.560 37.390 0.000000 1282.230 37.380 0.000000 1284.560 37.500 0.000000 1287.060 37.580 0.000000 1289.560 37.500 0.000000 1293.670 37.600 0.000000 1297.600 37.770 0.000000 1301.170 38.120 0.000000 1308.320 38.390 0.000000 1312.070 38.560 0.000000 1316.350 39.410 0.000000 1320.640 40.520 0.000000 1323.860 41.060 0.000000 1327.790 41.300 0.000000 1331.720 41.480 0.000000 1351.370 41.580 0.000000 1355.470 41.550 0.000000 1361.370 41.570 0.000000 1365.660 41.650 0.000000 1370.120 41.760 0.000000 1384.770 42.300 0.000000 1388.700 42.330 0.000000 1390.840 42.310 0.000000 1395.490 42.420 0.000000 1398.350 42.530 0.000000 1401.380 42.860 0.000000 1405.490 43.130 0.000000 1414.070 43.340 0.000000 1418.180 43.500 0.000000 1426.750 44.010 0.000000 1430.860 44.150 0.000000 1434.790 44.340 0.000000 1443.010 44.590 0.000000 1447.470 44.560 0.000000 1452.120 44.750 0.000000 1456.580 44.980 0.000000 1461.230 45.190 0.000000 1465.690 45.340 0.000000 1474.800 45.550 0.000000 1479.270 45.820 0.000000 1483.910 46.170 0.000000 1487.840 46.360 0.000000 1491.770 46.510 0.000000 1498.200 46.670 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 782 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1501.780 46.860 0.000000 1505.530 46.940 0.000000 1510.530 46.880 0.000000 1515.530 46.710 0.000000 1520.530 46.730 0.000000 1534.290 46.940 0.000000 1538.220 46.860 0.000000 1541.430 46.840 0.000000 1545.540 46.860 0.000000 1549.470 47.010 0.000000 1555.540 47.060 0.000000 1560.730 47.230 0.000000 1564.300 47.240 0.000000 1568.940 47.140 0.000000 1573.770 47.210 0.000000 1577.870 47.190 0.000000 1581.980 47.220 0.000000 1586.270 47.280 0.000000 1590.560 47.420 0.000000 1594.840 47.710 0.000000 1598.420 47.910 0.000000 1601.810 48.050 0.000000 1608.960 48.090 0.000000 1612.530 48.140 0.000000 1616.820 48.160 0.000000 1625.570 48.320 0.000000 1629.860 48.340 0.000000 1632.710 48.440 0.000000 1635.570 48.490 0.000000 1640.040 48.440 0.000000 1643.790 48.350 0.000000 1651.110 48.330 0.000000 1655.940 48.360 0.000000 1663.440 48.240 0.000000 1678.090 48.650 0.000000 1683.630 48.720 0.000000 1687.380 48.690 0.000000 1699.170 48.440 0.000000 1703.100 48.390 0.000000 1707.030 48.420 0.000000 1710.960 48.530 0.000000 1714.890 48.710 0.000000 1718.820 48.960 0.000000 1722.750 49.240 0.000000 1726.680 49.610 0.000000 1731.320 49.990 0.000000 1733.820 50.040 0.000000 1737.750 49.800 0.000000 1746.150 49.190 0.000000 1750.260 48.980 0.000000 1754.190 49.330 0.000000 1762.050 49.320 0.000000 1764.550 49.360 0.000000 1768.480 49.370 0.000000 1771.870 49.340 0.000000 1776.690 49.080 0.000000 1781.520 49.010 0.000000 1786.340 49.210 0.000000 --------------------------------------------------------------------- Name: XA0830A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 19.370 0.000000 2.630 19.380 0.000000 13.260 19.170 0.000000 21.300 19.070 0.000000 36.490 18.960 0.000000 48.440 18.930 0.000000 59.360 19.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 783 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.030 18.940 0.000000 72.300 18.790 0.000000 75.950 18.750 0.000000 87.770 18.550 0.000000 92.510 18.500 0.000000 99.910 18.340 0.000000 107.410 18.250 0.000000 111.450 18.250 0.000000 116.090 18.180 0.000000 123.940 18.110 0.000000 131.120 17.960 0.000000 135.120 17.930 0.000000 139.120 18.040 0.000000 146.330 18.290 0.000000 149.980 18.240 0.000000 153.640 18.080 0.000000 170.550 17.920 0.000000 179.680 17.670 0.000000 183.360 17.600 0.000000 187.010 17.480 0.000000 190.570 17.410 0.000000 198.770 17.350 0.000000 203.320 17.290 0.000000 207.870 17.100 0.000000 214.950 17.470 0.000000 217.510 17.490 0.000000 220.200 17.470 0.000000 222.890 17.390 0.000000 227.150 17.400 0.000000 235.670 17.460 0.000000 250.310 17.630 0.000000 262.610 17.640 0.000000 267.260 17.730 0.000000 271.390 17.510 0.000000 275.810 17.360 0.000000 284.430 17.260 0.000000 288.210 17.170 0.000000 292.180 17.030 0.000000 296.350 16.950 0.000000 300.510 16.940 0.000000 303.140 17.000 0.000000 316.180 16.800 0.000000 320.340 16.810 0.000000 --------------------------------------------------------------------- Name: XA0830C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 16.810 0.000000 4.220 16.770 0.000000 8.190 16.780 0.000000 11.550 16.710 0.000000 16.120 16.680 0.000000 25.170 16.810 0.000000 28.530 16.790 0.000000 36.200 16.810 0.000000 40.600 16.770 0.000000 44.740 16.870 0.000000 48.450 16.870 0.000000 52.150 16.700 0.000000 56.550 16.240 0.000000 60.170 16.420 0.000000 63.880 16.850 0.000000 68.270 16.990 0.000000 72.500 17.090 0.000000 76.630 17.110 0.000000 81.370 17.190 0.000000 96.890 17.320 0.000000 100.430 17.110 0.000000 103.870 16.870 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 784 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 108.790 17.300 0.000000 113.700 17.850 0.000000 118.610 18.170 0.000000 127.320 18.240 0.000000 134.990 18.350 0.000000 138.870 18.340 0.000000 146.280 18.520 0.000000 150.590 18.420 0.000000 162.400 18.390 0.000000 166.630 18.440 0.000000 170.770 18.530 0.000000 175.160 18.660 0.000000 198.350 18.890 0.000000 207.750 19.170 0.000000 212.400 19.250 0.000000 217.140 19.030 0.000000 221.880 18.960 0.000000 226.540 19.190 0.000000 231.280 19.300 0.000000 235.930 19.250 0.000000 243.690 19.300 0.000000 252.310 19.670 0.000000 257.140 19.780 0.000000 265.850 19.870 0.000000 274.640 19.920 0.000000 282.230 20.020 0.000000 285.410 20.090 0.000000 297.740 20.490 0.000000 301.360 20.580 0.000000 314.550 21.100 0.000000 319.290 21.260 0.000000 323.950 21.150 0.000000 328.600 21.000 0.000000 332.740 21.010 0.000000 341.530 21.190 0.000000 355.500 21.560 0.000000 364.810 21.870 0.000000 369.460 22.070 0.000000 374.120 22.110 0.000000 378.860 22.070 0.000000 383.510 22.180 0.000000 388.170 22.430 0.000000 397.220 23.020 0.000000 401.790 23.200 0.000000 406.610 23.290 0.000000 420.920 23.870 0.000000 425.750 24.040 0.000000 435.320 24.310 0.000000 444.890 24.500 0.000000 449.630 24.550 0.000000 454.460 24.550 0.000000 459.200 24.500 0.000000 468.770 24.360 0.000000 473.590 24.610 0.000000 478.330 25.090 0.000000 483.160 25.380 0.000000 487.900 25.500 0.000000 501.870 25.760 0.000000 514.370 25.960 0.000000 521.090 26.020 0.000000 525.830 26.750 0.000000 530.490 27.100 0.000000 535.230 27.170 0.000000 539.970 27.380 0.000000 544.620 27.620 0.000000 567.550 28.520 0.000000 572.120 28.760 0.000000 576.690 29.100 0.000000 581.350 29.390 0.000000 585.830 29.610 0.000000 594.450 29.810 0.000000 598.590 29.850 0.000000 602.720 30.440 0.000000 606.950 31.380 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 785 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 611.090 32.480 0.000000 615.140 33.150 0.000000 619.280 33.280 0.000000 623.330 33.300 0.000000 631.520 33.270 0.000000 640.390 33.290 0.000000 644.270 33.260 0.000000 648.150 33.290 0.000000 655.910 32.980 0.000000 659.360 32.930 0.000000 662.810 33.200 0.000000 677.120 34.210 0.000000 686.770 34.670 0.000000 691.600 34.810 0.000000 696.430 35.040 0.000000 701.250 35.430 0.000000 705.990 35.600 0.000000 710.820 35.730 0.000000 720.480 35.940 0.000000 725.300 36.180 0.000000 730.130 36.560 0.000000 734.960 36.710 0.000000 739.790 37.030 0.000000 744.610 37.260 0.000000 749.440 37.330 0.000000 759.010 37.950 0.000000 763.840 38.230 0.000000 772.970 38.910 0.000000 781.420 39.370 0.000000 822.020 41.930 0.000000 826.850 42.180 0.000000 831.760 42.240 0.000000 837.280 42.410 0.000000 844.610 42.430 0.000000 848.310 42.490 0.000000 850.990 42.650 0.000000 862.020 42.990 0.000000 --------------------------------------------------------------------- Name: XA0840B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 19.370 0.000000 14.880 19.110 0.000000 45.440 18.770 0.000000 72.400 18.390 0.000000 76.370 18.390 0.000000 79.270 18.410 0.000000 82.170 18.370 0.000000 86.120 18.220 0.000000 94.000 18.170 0.000000 97.950 18.050 0.000000 102.080 17.860 0.000000 105.820 17.760 0.000000 108.550 17.790 0.000000 111.260 17.870 0.000000 115.370 17.950 0.000000 120.120 17.880 0.000000 124.870 17.880 0.000000 129.620 17.790 0.000000 134.360 17.830 0.000000 139.110 18.090 0.000000 144.050 18.260 0.000000 148.990 18.370 0.000000 158.470 18.620 0.000000 163.200 18.690 0.000000 167.930 18.710 0.000000 172.660 18.790 0.000000 --------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 786 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: XA0850B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 19.090 0.000000 3.920 19.090 0.000000 7.840 18.920 0.000000 11.760 18.500 0.000000 15.480 18.310 0.000000 19.210 18.220 0.000000 23.120 18.360 0.000000 27.040 18.460 0.000000 30.960 18.390 0.000000 34.880 18.250 0.000000 38.800 18.210 0.000000 42.710 18.530 0.000000 46.440 18.700 0.000000 50.170 18.720 0.000000 54.080 18.660 0.000000 58.000 18.750 0.000000 61.920 18.790 0.000000 --------------------------------------------------------------------- Name: XA0850C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 18.790 0.000000 4.230 18.830 0.000000 8.340 18.720 0.000000 12.570 18.670 0.000000 16.790 18.650 0.000000 22.230 18.520 0.000000 24.890 18.540 0.000000 28.630 18.630 0.000000 32.380 18.640 0.000000 36.130 18.420 0.000000 39.510 18.400 0.000000 47.850 18.530 0.000000 50.870 18.540 0.000000 57.750 18.510 0.000000 60.290 18.550 0.000000 62.830 18.620 0.000000 67.060 18.670 0.000000 71.770 18.660 0.000000 76.360 18.460 0.000000 81.070 18.590 0.000000 85.660 18.830 0.000000 89.050 18.950 0.000000 92.310 18.930 0.000000 98.830 18.980 0.000000 104.990 19.140 0.000000 118.040 19.080 0.000000 123.000 19.170 0.000000 127.950 19.170 0.000000 137.490 19.120 0.000000 140.760 19.290 0.000000 143.660 19.190 0.000000 150.660 19.060 0.000000 154.890 19.060 0.000000 163.230 19.140 0.000000 166.130 19.230 0.000000 169.030 19.230 0.000000 175.070 19.180 0.000000 178.330 19.110 0.000000 182.320 18.950 0.000000 186.310 18.880 0.000000 195.250 19.120 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 787 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 198.510 18.960 0.000000 201.890 18.940 0.000000 206.600 19.060 0.000000 211.200 19.280 0.000000 215.910 19.260 0.000000 227.870 19.850 0.000000 231.130 19.800 0.000000 234.390 19.810 0.000000 238.980 19.640 0.000000 243.700 19.620 0.000000 248.290 19.660 0.000000 253.000 19.660 0.000000 256.140 19.730 0.000000 259.280 19.860 0.000000 266.770 20.610 0.000000 270.520 20.870 0.000000 273.780 20.830 0.000000 277.160 20.690 0.000000 282.840 20.600 0.000000 287.070 20.420 0.000000 291.300 20.320 0.000000 294.680 20.370 0.000000 299.270 20.540 0.000000 302.660 20.720 0.000000 307.010 20.700 0.000000 311.230 20.620 0.000000 313.890 20.600 0.000000 323.680 20.960 0.000000 327.550 21.080 0.000000 332.140 21.290 0.000000 341.200 21.570 0.000000 345.670 21.770 0.000000 350.140 21.740 0.000000 363.310 21.430 0.000000 367.050 21.370 0.000000 372.010 21.340 0.000000 377.930 21.230 0.000000 381.670 21.250 0.000000 385.420 21.430 0.000000 388.200 21.670 0.000000 390.980 21.820 0.000000 399.800 21.890 0.000000 404.270 21.960 0.000000 413.330 22.160 0.000000 418.040 22.130 0.000000 421.420 22.030 0.000000 424.690 22.000 0.000000 429.040 22.040 0.000000 433.260 22.110 0.000000 437.370 22.190 0.000000 442.330 22.320 0.000000 448.610 22.180 0.000000 452.840 22.130 0.000000 460.450 22.290 0.000000 463.350 22.320 0.000000 466.970 22.430 0.000000 471.930 22.410 0.000000 475.910 22.440 0.000000 479.900 22.590 0.000000 488.000 22.370 0.000000 491.020 22.340 0.000000 494.160 22.370 0.000000 501.290 22.660 0.000000 510.230 23.250 0.000000 514.460 23.500 0.000000 522.790 23.770 0.000000 527.020 23.950 0.000000 531.970 24.060 0.000000 535.720 24.240 0.000000 539.470 24.480 0.000000 547.320 24.850 0.000000 551.550 24.950 0.000000 560.490 25.110 0.000000 565.080 25.300 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 788 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 569.550 25.660 0.000000 578.610 26.630 0.000000 583.200 26.910 0.000000 587.670 26.950 0.000000 596.250 26.910 0.000000 600.120 26.950 0.000000 603.860 27.020 0.000000 608.330 27.130 0.000000 615.820 27.400 0.000000 619.930 27.500 0.000000 626.460 27.870 0.000000 632.500 28.080 0.000000 651.830 28.550 0.000000 659.440 28.750 0.000000 667.540 29.010 0.000000 675.870 29.200 0.000000 680.100 29.390 0.000000 684.210 29.960 0.000000 687.230 30.740 0.000000 690.370 31.190 0.000000 695.080 31.180 0.000000 699.670 31.200 0.000000 706.920 31.560 0.000000 714.290 31.880 0.000000 718.280 32.010 0.000000 722.150 32.210 0.000000 726.260 32.340 0.000000 733.750 32.710 0.000000 738.220 32.970 0.000000 750.540 33.800 0.000000 754.650 34.020 0.000000 767.450 34.630 0.000000 771.320 34.760 0.000000 775.310 35.000 0.000000 779.300 35.290 0.000000 782.920 35.430 0.000000 787.510 35.740 0.000000 791.980 35.970 0.000000 796.570 36.130 0.000000 801.160 36.330 0.000000 804.550 36.610 0.000000 808.530 36.810 0.000000 820.620 37.140 0.000000 824.360 37.280 0.000000 828.110 37.500 0.000000 831.850 37.850 0.000000 835.360 38.010 0.000000 838.860 38.130 0.000000 843.690 38.200 0.000000 848.530 38.220 0.000000 853.360 38.450 0.000000 858.190 38.640 0.000000 863.020 38.980 0.000000 866.890 39.520 0.000000 870.760 40.010 0.000000 874.620 40.310 0.000000 878.010 40.360 0.000000 885.620 40.560 0.000000 889.850 40.800 0.000000 892.500 40.900 0.000000 895.160 40.920 0.000000 902.290 41.060 0.000000 914.860 41.170 0.000000 927.540 41.060 0.000000 940.110 41.060 0.000000 946.270 41.130 0.000000 949.770 41.200 0.000000 953.280 41.310 0.000000 956.660 41.360 0.000000 960.410 41.150 0.000000 964.150 42.000 0.000000 968.380 42.460 0.000000 972.000 42.530 0.000000 979.380 42.770 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 789 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 982.760 42.810 0.000000 986.620 42.900 0.000000 994.480 43.160 0.000000 998.950 43.450 0.000000 1002.210 43.600 0.000000 1006.800 43.760 0.000000 1017.310 44.050 0.000000 1022.390 44.050 0.000000 1030.240 44.190 0.000000 1034.350 44.230 0.000000 1041.840 44.020 0.000000 1045.710 44.090 0.000000 1049.810 44.060 0.000000 1053.920 43.940 0.000000 1057.910 43.850 0.000000 1062.020 43.820 0.000000 1066.120 43.710 0.000000 1072.530 43.800 0.000000 1080.740 43.410 0.000000 1085.090 43.380 0.000000 1089.810 43.300 0.000000 1096.210 43.030 0.000000 1104.910 42.910 0.000000 1112.880 42.960 0.000000 1117.350 43.060 0.000000 1121.940 43.050 0.000000 1126.540 42.930 0.000000 1129.920 42.700 0.000000 1133.300 42.520 0.000000 1137.530 42.330 0.000000 1141.760 42.270 0.000000 1144.420 42.330 0.000000 1147.200 42.470 0.000000 1151.420 42.540 0.000000 1155.770 42.570 0.000000 1159.160 42.770 0.000000 1162.660 42.830 0.000000 1166.160 42.740 0.000000 1179.090 42.820 0.000000 1187.430 42.970 0.000000 1191.420 42.930 0.000000 1198.540 42.920 0.000000 1203.380 42.940 0.000000 1208.210 42.990 0.000000 --------------------------------------------------------------------- Name: XA0860B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 19.090 0.000000 4.210 19.130 0.000000 8.310 19.030 0.000000 11.260 19.100 0.000000 14.110 19.080 0.000000 17.410 19.130 0.000000 20.710 19.070 0.000000 25.370 19.020 0.000000 30.150 19.030 0.000000 33.680 19.150 0.000000 37.320 19.100 0.000000 47.220 19.070 0.000000 52.220 18.920 0.000000 54.950 19.110 0.000000 62.230 19.010 0.000000 66.670 19.040 0.000000 71.220 18.980 0.000000 80.210 19.040 0.000000 84.760 18.980 0.000000 89.310 18.990 0.000000 93.750 19.040 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 790 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 98.300 18.720 0.000000 101.830 18.620 0.000000 107.970 18.650 0.000000 110.480 18.570 0.000000 115.370 18.660 0.000000 118.330 18.810 0.000000 121.170 18.740 0.000000 126.060 18.800 0.000000 130.840 18.730 0.000000 135.730 18.740 0.000000 140.630 18.580 0.000000 145.400 18.610 0.000000 150.300 18.540 0.000000 154.850 18.590 0.000000 163.270 18.950 0.000000 166.680 19.040 0.000000 170.890 19.070 0.000000 175.100 19.180 0.000000 179.310 19.340 0.000000 183.520 19.340 0.000000 187.840 19.390 0.000000 192.050 19.470 0.000000 199.560 19.680 0.000000 207.070 19.790 0.000000 256.680 19.870 0.000000 259.520 19.860 0.000000 278.520 19.710 0.000000 282.840 19.730 0.000000 291.610 19.790 0.000000 307.190 19.960 0.000000 310.830 20.070 0.000000 314.590 20.220 0.000000 318.230 20.410 0.000000 321.070 20.520 0.000000 323.800 20.480 0.000000 327.790 20.220 0.000000 331.650 20.120 0.000000 335.640 20.240 0.000000 339.050 20.450 0.000000 342.350 20.520 0.000000 348.490 20.350 0.000000 352.930 20.310 0.000000 360.440 20.470 0.000000 364.760 20.520 0.000000 368.520 20.610 0.000000 372.270 20.750 0.000000 377.050 20.830 0.000000 380.240 20.910 0.000000 387.860 20.930 0.000000 400.150 21.020 0.000000 433.710 21.120 0.000000 464.660 21.380 0.000000 473.080 21.420 0.000000 489.120 21.430 0.000000 492.990 21.500 0.000000 496.290 21.520 0.000000 504.820 21.460 0.000000 512.780 21.540 0.000000 521.090 21.490 0.000000 530.870 21.840 0.000000 538.950 22.400 0.000000 542.020 22.490 0.000000 546.230 22.560 0.000000 550.440 22.680 0.000000 554.650 22.910 0.000000 558.860 23.180 0.000000 562.730 23.520 0.000000 566.600 23.900 0.000000 570.810 24.130 0.000000 583.780 24.340 0.000000 588.100 24.380 0.000000 592.430 24.330 0.000000 595.610 24.370 0.000000 598.800 24.220 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 791 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 603.580 24.110 0.000000 608.470 24.340 0.000000 613.250 24.420 0.000000 618.030 24.660 0.000000 627.580 25.000 0.000000 641.690 25.430 0.000000 660.690 25.950 0.000000 665.470 26.220 0.000000 670.130 26.570 0.000000 677.190 26.940 0.000000 681.060 27.240 0.000000 684.930 27.620 0.000000 688.790 28.040 0.000000 692.660 28.560 0.000000 696.080 28.750 0.000000 702.110 29.390 0.000000 706.430 29.640 0.000000 710.750 29.930 0.000000 715.080 30.260 0.000000 719.630 30.560 0.000000 724.180 30.730 0.000000 733.170 31.310 0.000000 742.270 31.530 0.000000 746.710 31.590 0.000000 751.260 31.810 0.000000 755.810 32.070 0.000000 760.240 32.210 0.000000 764.910 32.390 0.000000 774.130 32.500 0.000000 778.790 32.730 0.000000 783.340 32.760 0.000000 788.010 32.730 0.000000 792.560 32.610 0.000000 796.420 32.580 0.000000 800.290 32.480 0.000000 803.930 32.810 0.000000 807.460 32.990 0.000000 812.240 33.110 0.000000 816.900 33.010 0.000000 821.680 32.930 0.000000 826.460 33.020 0.000000 831.240 32.960 0.000000 835.900 33.180 0.000000 840.680 33.300 0.000000 845.460 33.480 0.000000 859.680 34.150 0.000000 878.680 34.680 0.000000 888.130 35.030 0.000000 897.570 35.460 0.000000 901.670 35.610 0.000000 905.650 35.720 0.000000 913.840 35.990 0.000000 923.740 36.130 0.000000 930.110 36.280 0.000000 934.210 36.320 0.000000 938.760 36.330 0.000000 946.840 36.510 0.000000 950.930 36.540 0.000000 953.890 36.620 0.000000 956.850 36.600 0.000000 963.670 36.670 0.000000 968.340 36.750 0.000000 976.190 37.250 0.000000 979.600 37.250 0.000000 981.880 37.180 0.000000 984.720 37.210 0.000000 987.450 37.190 0.000000 993.820 37.230 0.000000 1000.080 37.340 0.000000 1016.120 37.790 0.000000 1020.330 37.780 0.000000 1029.320 37.600 0.000000 1039.110 37.470 0.000000 1044.000 37.350 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 792 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1048.890 37.530 0.000000 1053.900 37.890 0.000000 1058.790 38.010 0.000000 1063.800 38.060 0.000000 1066.530 38.050 0.000000 1069.260 38.190 0.000000 1074.150 38.240 0.000000 1077.680 38.410 0.000000 1081.090 38.480 0.000000 1087.800 38.690 0.000000 1092.810 38.780 0.000000 1102.820 39.160 0.000000 1107.830 38.920 0.000000 1112.830 38.800 0.000000 1117.840 38.990 0.000000 1122.730 39.060 0.000000 1127.740 39.050 0.000000 1132.740 39.350 0.000000 1137.750 39.690 0.000000 --------------------------------------------------------------------- Name: XA0860C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.400 0.000000 4.280 22.480 0.000000 11.010 22.360 0.000000 20.910 22.380 0.000000 25.800 22.550 0.000000 30.820 22.680 0.000000 35.710 22.770 0.000000 40.600 22.720 0.000000 50.510 22.300 0.000000 59.070 22.090 0.000000 62.730 21.860 0.000000 66.280 21.760 0.000000 70.070 21.690 0.000000 77.650 21.630 0.000000 81.570 21.620 0.000000 110.060 21.810 0.000000 124.860 21.770 0.000000 173.160 21.790 0.000000 206.670 21.880 0.000000 253.260 21.760 0.000000 269.890 21.750 0.000000 276.740 21.780 0.000000 302.420 21.720 0.000000 310.000 21.730 0.000000 312.940 21.670 0.000000 317.830 21.310 0.000000 323.210 21.270 0.000000 334.830 21.080 0.000000 342.650 20.860 0.000000 355.370 20.620 0.000000 359.530 20.680 0.000000 362.830 20.820 0.000000 366.500 20.930 0.000000 371.020 20.890 0.000000 375.550 20.970 0.000000 380.200 21.140 0.000000 384.840 21.250 0.000000 387.780 20.960 0.000000 390.710 20.780 0.000000 395.240 20.690 0.000000 399.760 20.790 0.000000 408.810 20.580 0.000000 417.490 20.460 0.000000 430.580 20.180 0.000000 434.980 20.200 0.000000 443.540 20.480 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 793 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 447.700 20.540 0.000000 450.270 20.520 0.000000 453.810 20.590 0.000000 458.340 20.590 0.000000 462.860 20.490 0.000000 467.390 20.470 0.000000 471.910 20.570 0.000000 476.440 20.700 0.000000 480.840 20.560 0.000000 485.000 20.470 0.000000 489.280 20.440 0.000000 526.700 20.700 0.000000 548.340 20.890 0.000000 551.160 20.740 0.000000 554.210 20.740 0.000000 557.390 20.420 0.000000 561.920 20.320 0.000000 570.970 20.650 0.000000 575.490 20.730 0.000000 580.020 20.730 0.000000 584.790 20.560 0.000000 589.430 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823.250 20.620 0.000000 827.530 20.270 0.000000 831.810 20.140 0.000000 836.090 20.070 0.000000 840.860 20.030 0.000000 852.970 20.000 0.000000 859.200 19.880 0.000000 863.730 19.710 0.000000 867.400 19.520 0.000000 871.190 19.360 0.000000 875.830 19.380 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 794 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 880.360 19.060 0.000000 885.010 18.830 0.000000 906.160 18.900 0.000000 910.070 18.750 0.000000 918.020 18.720 0.000000 921.690 18.740 0.000000 925.480 18.870 0.000000 929.030 18.870 0.000000 932.940 18.800 0.000000 936.860 18.770 0.000000 940.770 18.810 0.000000 944.680 18.790 0.000000 947.740 18.740 0.000000 962.050 18.760 0.000000 967.310 18.750 0.000000 970.970 18.870 0.000000 974.770 18.930 0.000000 978.430 18.850 0.000000 983.330 18.830 0.000000 986.510 18.850 0.000000 989.560 18.930 0.000000 1008.270 18.850 0.000000 1026.620 18.900 0.000000 1034.080 18.980 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--------------- 0.000 14.820 0.000000 3.850 14.860 0.000000 7.800 14.840 0.000000 11.980 14.930 0.000000 16.160 15.060 0.000000 23.340 15.150 0.000000 31.130 15.120 0.000000 34.370 15.040 0.000000 38.550 14.790 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 795 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.780 14.800 0.000000 47.010 14.900 0.000000 59.220 15.050 0.000000 63.270 15.120 0.000000 67.310 15.360 0.000000 73.340 15.840 0.000000 76.430 15.880 0.000000 84.130 15.670 0.000000 88.690 15.750 0.000000 93.310 15.590 0.000000 101.670 15.400 0.000000 105.570 15.400 0.000000 109.510 15.290 0.000000 114.080 15.250 0.000000 118.590 15.150 0.000000 127.720 15.200 0.000000 132.280 15.160 0.000000 136.840 15.200 0.000000 142.220 15.420 0.000000 145.210 15.450 0.000000 151.820 15.250 0.000000 156.240 15.410 0.000000 160.470 15.320 0.000000 165.270 15.280 0.000000 169.930 15.300 0.000000 174.630 15.370 0.000000 179.290 15.400 0.000000 191.790 15.670 0.000000 194.450 15.760 0.000000 198.540 15.870 0.000000 202.580 16.140 0.000000 206.670 16.270 0.000000 210.760 16.220 0.000000 214.840 16.050 0.000000 217.550 16.020 0.000000 220.310 15.930 0.000000 222.970 15.940 0.000000 225.630 15.900 0.000000 230.150 15.960 0.000000 239.180 16.460 0.000000 242.460 16.530 0.000000 250.110 16.740 0.000000 261.850 16.720 0.000000 266.080 16.390 0.000000 270.360 16.270 0.000000 274.590 16.290 0.000000 283.810 16.400 0.000000 288.800 16.350 0.000000 292.370 16.440 0.000000 300.400 16.420 0.000000 308.670 16.300 0.000000 317.040 16.440 0.000000 324.220 16.410 0.000000 336.340 16.530 0.000000 339.280 16.580 0.000000 342.230 16.520 0.000000 345.890 16.650 0.000000 353.210 16.700 0.000000 360.340 16.960 0.000000 367.950 17.120 0.000000 376.030 17.350 0.000000 390.140 17.690 0.000000 393.660 17.720 0.000000 --------------------------------------------------------------------- Name: XA0870C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 15.800 0.000000 15.000 15.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 796 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 29.900 15.600 0.000000 44.900 15.500 0.000000 60.000 15.400 0.000000 75.000 15.100 0.000000 89.900 14.800 0.000000 104.900 14.800 0.000000 116.400 14.800 0.000000 127.800 14.800 0.000000 139.300 14.800 0.000000 150.800 19.500 0.000000 164.300 38.400 0.000000 177.600 42.800 0.000000 191.000 43.300 0.000000 204.400 43.600 0.000000 217.900 43.900 0.000000 231.400 44.100 0.000000 244.800 44.400 0.000000 258.200 44.600 0.000000 271.700 44.900 0.000000 285.200 44.800 0.000000 298.900 45.000 0.000000 312.700 45.100 0.000000 326.400 45.000 0.000000 340.200 45.000 0.000000 354.000 44.900 0.000000 367.700 44.900 0.000000 381.500 44.800 0.000000 393.800 44.700 0.000000 406.100 44.500 0.000000 418.600 44.300 0.000000 430.900 44.100 0.000000 443.200 44.000 0.000000 456.900 43.900 0.000000 470.600 43.800 0.000000 484.300 43.800 0.000000 498.000 43.700 0.000000 511.800 43.600 0.000000 525.500 43.300 0.000000 539.200 43.100 0.000000 552.900 42.700 0.000000 566.600 43.400 0.000000 580.300 43.100 0.000000 594.100 43.600 0.000000 607.900 43.200 0.000000 621.600 42.800 0.000000 635.400 42.400 0.000000 649.200 41.600 0.000000 659.500 36.400 0.000000 669.800 33.600 0.000000 684.800 32.900 0.000000 698.300 34.200 0.000000 711.800 36.200 0.000000 725.300 36.500 0.000000 738.800 35.300 0.000000 753.600 31.900 0.000000 768.300 32.600 0.000000 783.100 33.500 0.000000 797.900 33.900 0.000000 812.600 27.700 0.000000 827.400 26.800 0.000000 838.200 26.700 0.000000 851.700 26.700 0.000000 865.100 26.700 0.000000 878.600 25.100 0.000000 889.400 26.800 0.000000 900.200 26.800 0.000000 913.000 26.600 0.000000 925.700 25.900 0.000000 936.300 26.600 0.000000 946.900 26.500 0.000000 957.600 29.700 0.000000 972.000 39.000 0.000000 986.400 18.800 0.000000 996.000 14.800 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 797 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1007.600 14.800 0.000000 1019.200 14.800 0.000000 1033.500 14.800 0.000000 1047.600 14.800 0.000000 1061.800 14.800 0.000000 --------------------------------------------------------------------- Name: XA0880B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 49.000 0.000000 8.030 48.900 0.000000 12.240 48.890 0.000000 16.400 48.880 0.000000 20.550 49.000 0.000000 24.770 49.230 0.000000 29.660 49.170 0.000000 34.610 49.250 0.000000 39.510 49.220 0.000000 49.360 48.970 0.000000 54.260 48.880 0.000000 59.150 48.880 0.000000 64.110 48.880 0.000000 69.000 48.880 0.000000 73.900 48.880 0.000000 78.850 48.880 0.000000 83.750 48.880 0.000000 88.700 48.880 0.000000 93.600 48.880 0.000000 98.490 48.880 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Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 798 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 298.210 48.880 0.000000 303.110 48.880 0.000000 308.060 48.920 0.000000 317.910 48.900 0.000000 322.800 49.060 0.000000 327.760 48.880 0.000000 332.710 48.890 0.000000 342.560 49.010 0.000000 347.460 49.010 0.000000 352.410 49.250 0.000000 357.310 49.130 0.000000 362.260 49.050 0.000000 367.210 48.880 0.000000 372.110 48.880 0.000000 377.060 48.880 0.000000 381.960 48.880 0.000000 391.810 48.880 0.000000 396.760 48.880 0.000000 401.710 48.880 0.000000 406.610 48.880 0.000000 411.560 48.880 0.000000 416.460 48.880 0.000000 421.410 48.880 0.000000 426.310 48.880 0.000000 436.210 48.880 0.000000 440.430 48.880 0.000000 444.700 48.880 0.000000 457.510 48.880 0.000000 464.620 48.880 0.000000 467.470 48.880 0.000000 470.320 48.880 0.000000 473.160 48.880 0.000000 476.630 48.880 0.000000 480.680 48.880 0.000000 484.780 48.880 0.000000 489.220 48.880 0.000000 493.600 48.880 0.000000 498.040 48.880 0.000000 502.820 48.880 0.000000 517.060 48.880 0.000000 521.780 48.880 0.000000 526.560 48.880 0.000000 531.290 48.880 0.000000 540.800 48.880 0.000000 545.580 48.880 0.000000 550.300 48.880 0.000000 555.090 48.880 0.000000 559.810 48.950 0.000000 564.590 49.140 0.000000 569.320 49.210 0.000000 --------------------------------------------------------------------- Name: XA0890D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 8.280 0.000000 4.320 8.200 0.000000 9.140 7.980 0.000000 13.300 7.840 0.000000 17.280 7.760 0.000000 21.440 7.790 0.000000 24.760 7.750 0.000000 36.400 7.710 0.000000 40.550 7.790 0.000000 44.370 7.890 0.000000 52.520 8.280 0.000000 56.170 8.350 0.000000 59.830 8.330 0.000000 63.650 8.260 0.000000 67.310 8.570 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 799 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 70.960 8.800 0.000000 75.950 9.050 0.000000 80.770 9.110 0.000000 85.750 8.970 0.000000 88.750 8.740 0.000000 91.900 8.550 0.000000 96.890 8.380 0.000000 101.710 8.340 0.000000 106.690 8.540 0.000000 111.680 8.930 0.000000 121.480 8.770 0.000000 126.470 8.840 0.000000 131.460 8.960 0.000000 138.100 8.740 0.000000 146.080 8.420 0.000000 150.730 8.310 0.000000 154.390 8.310 0.000000 158.050 8.240 0.000000 163.030 8.280 0.000000 168.020 8.450 0.000000 173.000 8.780 0.000000 177.990 8.900 0.000000 182.980 8.710 0.000000 187.960 8.580 0.000000 192.950 8.580 0.000000 197.930 8.800 0.000000 202.920 9.190 0.000000 206.570 9.120 0.000000 210.400 9.080 0.000000 213.550 8.940 0.000000 217.380 8.910 0.000000 224.520 9.080 0.000000 227.350 9.140 0.000000 230.170 9.150 0.000000 234.990 9.030 0.000000 239.980 8.750 0.000000 244.800 8.600 0.000000 247.960 8.750 0.000000 251.110 8.660 0.000000 259.090 8.640 0.000000 263.410 8.680 0.000000 267.730 8.730 0.000000 270.890 8.800 0.000000 273.880 8.820 0.000000 278.700 8.910 0.000000 283.350 9.020 0.000000 288.670 8.950 0.000000 292.830 8.750 0.000000 307.620 8.220 0.000000 312.440 8.070 0.000000 317.420 7.990 0.000000 327.230 8.210 0.000000 332.050 8.150 0.000000 336.870 8.230 0.000000 341.850 8.400 0.000000 346.670 8.440 0.000000 351.660 8.350 0.000000 366.280 8.000 0.000000 371.100 8.000 0.000000 376.090 8.040 0.000000 385.890 8.310 0.000000 390.710 8.610 0.000000 395.700 8.950 0.000000 400.520 9.020 0.000000 405.340 8.750 0.000000 410.320 8.340 0.000000 415.140 8.120 0.000000 424.950 7.860 0.000000 429.930 7.640 0.000000 434.750 7.340 0.000000 438.910 6.910 0.000000 443.060 6.600 0.000000 447.220 6.790 0.000000 451.370 7.270 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 800 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 455.690 7.640 0.000000 460.180 7.550 0.000000 464.830 7.210 0.000000 469.490 6.930 0.000000 474.140 6.810 0.000000 478.960 6.780 0.000000 488.270 6.810 0.000000 492.920 6.740 0.000000 497.740 6.570 0.000000 507.050 6.130 0.000000 511.870 5.940 0.000000 516.520 5.800 0.000000 521.500 5.730 0.000000 526.490 5.730 0.000000 531.640 5.790 0.000000 536.300 5.910 0.000000 545.930 6.260 0.000000 550.590 6.400 0.000000 555.410 6.460 0.000000 564.880 6.490 0.000000 568.200 6.550 0.000000 571.690 6.670 0.000000 582.660 6.550 0.000000 586.480 6.800 0.000000 590.640 6.810 0.000000 594.960 6.760 0.000000 599.780 6.590 0.000000 603.440 6.610 0.000000 607.260 6.690 0.000000 610.910 6.830 0.000000 613.740 7.010 0.000000 616.400 7.110 0.000000 621.380 7.010 0.000000 626.200 6.880 0.000000 636.010 6.700 0.000000 640.990 6.670 0.000000 645.810 6.670 0.000000 654.290 6.730 0.000000 665.760 6.880 0.000000 670.080 6.980 0.000000 677.220 7.250 0.000000 680.550 7.340 0.000000 683.870 7.390 0.000000 693.010 7.420 0.000000 697.500 7.490 0.000000 702.150 7.610 0.000000 706.640 7.810 0.000000 709.630 7.640 0.000000 712.460 7.350 0.000000 716.110 7.100 0.000000 719.940 6.920 0.000000 723.260 6.830 0.000000 728.080 6.770 0.000000 731.240 6.770 0.000000 738.880 6.790 0.000000 746.030 6.700 0.000000 763.480 6.370 0.000000 767.960 6.310 0.000000 772.280 6.300 0.000000 776.940 6.360 0.000000 795.050 6.740 0.000000 804.690 6.870 0.000000 809.680 6.910 0.000000 814.660 6.930 0.000000 818.650 6.880 0.000000 822.470 6.670 0.000000 827.130 6.490 0.000000 831.780 6.440 0.000000 836.430 6.530 0.000000 840.920 6.720 0.000000 845.570 6.790 0.000000 850.230 6.380 0.000000 854.880 5.340 0.000000 854.990 4.530 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 801 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 859.640 5.810 0.000000 864.460 7.660 0.000000 869.280 7.910 0.000000 873.930 7.960 0.000000 883.570 8.150 0.000000 887.390 8.140 0.000000 891.050 7.950 0.000000 901.020 7.990 0.000000 905.840 8.090 0.000000 908.500 8.260 0.000000 910.990 8.190 0.000000 919.300 8.190 0.000000 922.630 8.210 0.000000 926.610 8.140 0.000000 930.440 8.170 0.000000 934.260 8.170 0.000000 936.750 8.130 0.000000 939.240 8.040 0.000000 944.230 8.020 0.000000 949.050 8.040 0.000000 958.360 8.160 0.000000 962.680 8.170 0.000000 967.500 8.150 0.000000 977.470 7.970 0.000000 982.450 7.960 0.000000 992.260 7.970 0.000000 1002.060 8.060 0.000000 1007.050 7.970 0.000000 1012.040 7.940 0.000000 1016.860 7.980 0.000000 1026.830 7.880 0.000000 1041.620 7.920 0.000000 1046.440 7.960 0.000000 1051.420 7.960 0.000000 1056.410 7.920 0.000000 1066.210 7.940 0.000000 1071.200 7.880 0.000000 1076.180 7.670 0.000000 1081.000 7.640 0.000000 1085.990 7.710 0.000000 1090.980 7.670 0.000000 1095.800 7.750 0.000000 1105.770 7.620 0.000000 1110.590 7.600 0.000000 1120.560 7.630 0.000000 1125.380 7.710 0.000000 1130.360 7.850 0.000000 1135.350 7.730 0.000000 1140.330 7.650 0.000000 1145.150 7.750 0.000000 1150.140 7.960 0.000000 1154.460 7.720 0.000000 1158.780 7.640 0.000000 1163.100 7.680 0.000000 1167.760 7.660 0.000000 1172.410 7.360 0.000000 1176.230 7.300 0.000000 1180.050 7.410 0.000000 1187.200 7.500 0.000000 1190.860 7.590 0.000000 1195.010 7.760 0.000000 1199.330 7.620 0.000000 1202.660 7.640 0.000000 1205.980 7.580 0.000000 1209.300 7.590 0.000000 1213.290 7.690 0.000000 1217.280 7.830 0.000000 1221.270 7.740 0.000000 1225.260 7.740 0.000000 1227.920 7.810 0.000000 1230.580 7.810 0.000000 1239.050 7.780 0.000000 1243.210 7.750 0.000000 1247.360 7.680 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 802 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1252.350 7.670 0.000000 1262.150 7.790 0.000000 1272.120 7.780 0.000000 1281.930 7.820 0.000000 1286.910 7.870 0.000000 1291.730 7.830 0.000000 1296.720 7.910 0.000000 1301.700 7.910 0.000000 1306.690 7.880 0.000000 1311.510 7.920 0.000000 1321.480 7.940 0.000000 1331.290 7.940 0.000000 1336.270 7.910 0.000000 1341.260 7.950 0.000000 1346.080 7.920 0.000000 1355.880 7.950 0.000000 1365.190 7.890 0.000000 1379.480 7.910 0.000000 1384.140 7.870 0.000000 1388.950 7.890 0.000000 1393.610 7.950 0.000000 1406.070 7.920 0.000000 1418.040 8.080 0.000000 1433.990 8.200 0.000000 1441.800 8.190 0.000000 1445.790 8.210 0.000000 1449.610 8.290 0.000000 1453.600 8.260 0.000000 1462.080 8.250 0.000000 1470.060 8.170 0.000000 1473.880 8.180 0.000000 1485.510 8.210 0.000000 1493.320 8.290 0.000000 1497.310 8.280 0.000000 1501.800 8.310 0.000000 1515.260 8.290 0.000000 1522.900 8.370 0.000000 1538.530 8.200 0.000000 1544.510 8.160 0.000000 1555.980 8.220 0.000000 1560.630 8.180 0.000000 1565.120 8.200 0.000000 1569.770 8.250 0.000000 1573.090 8.260 0.000000 1576.580 8.160 0.000000 1581.400 8.160 0.000000 1586.390 8.130 0.000000 1591.370 8.200 0.000000 1594.370 8.230 0.000000 1603.010 8.170 0.000000 1616.970 8.250 0.000000 1621.620 8.250 0.000000 1626.440 8.300 0.000000 1640.400 8.330 0.000000 --------------------------------------------------------------------- Name: XA0900B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 8.280 0.000000 2.690 8.270 0.000000 7.570 8.220 0.000000 12.430 8.120 0.000000 16.350 7.970 0.000000 24.200 7.760 0.000000 28.120 7.480 0.000000 32.320 7.260 0.000000 39.660 6.960 0.000000 43.150 6.840 0.000000 57.670 6.550 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 803 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 60.270 5.740 0.000000 63.180 5.490 0.000000 66.070 5.270 0.000000 69.130 5.450 0.000000 72.190 5.590 0.000000 75.100 6.020 0.000000 79.590 5.820 0.000000 84.070 5.780 0.000000 88.560 5.680 0.000000 93.390 5.760 0.000000 98.190 5.490 0.000000 103.020 5.490 0.000000 107.820 5.680 0.000000 112.620 5.770 0.000000 117.450 5.560 0.000000 122.250 5.880 0.000000 131.880 5.700 0.000000 136.710 5.860 0.000000 141.510 5.910 0.000000 146.310 5.840 0.000000 151.260 5.910 0.000000 156.200 5.800 0.000000 161.150 5.620 0.000000 166.090 5.510 0.000000 171.030 5.540 0.000000 171.130 5.690 0.000000 184.560 6.030 0.000000 189.020 6.180 0.000000 193.760 6.460 0.000000 198.500 6.560 0.000000 202.900 6.720 0.000000 211.710 6.830 0.000000 216.110 7.210 0.000000 220.510 7.790 0.000000 224.910 8.170 0.000000 235.480 8.290 0.000000 246.370 8.330 0.000000 --------------------------------------------------------------------- Name: XA0907B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 9.290 0.000000 9.280 9.410 0.000000 13.910 9.450 0.000000 18.550 9.450 0.000000 23.280 9.410 0.000000 32.550 9.120 0.000000 41.830 9.220 0.000000 47.450 9.310 0.000000 62.430 9.370 0.000000 71.170 9.370 0.000000 79.020 9.280 0.000000 88.210 9.110 0.000000 93.020 9.100 0.000000 97.840 8.980 0.000000 102.660 8.810 0.000000 105.870 8.780 0.000000 120.940 8.390 0.000000 128.970 8.230 0.000000 133.960 8.230 0.000000 153.850 8.550 0.000000 158.850 8.770 0.000000 163.840 8.870 0.000000 167.850 8.480 0.000000 176.060 7.350 0.000000 180.960 6.790 0.000000 185.960 6.780 0.000000 190.860 7.110 0.000000 200.760 7.420 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 804 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 205.760 7.330 0.000000 210.660 6.980 0.000000 215.660 6.920 0.000000 220.560 7.170 0.000000 225.560 7.720 0.000000 230.460 7.960 0.000000 235.460 8.150 0.000000 240.360 8.300 0.000000 255.260 8.560 0.000000 260.160 8.580 0.000000 265.160 8.540 0.000000 272.470 8.690 0.000000 275.500 8.730 0.000000 297.270 8.900 0.000000 312.160 8.960 0.000000 317.070 9.020 0.000000 322.060 8.910 0.000000 331.960 8.980 0.000000 356.760 8.990 0.000000 361.660 9.070 0.000000 366.660 9.240 0.000000 371.560 9.230 0.000000 376.560 9.390 0.000000 381.460 9.390 0.000000 401.260 9.120 0.000000 406.260 9.040 0.000000 411.250 8.930 0.000000 416.160 8.790 0.000000 426.060 8.620 0.000000 431.050 8.690 0.000000 440.950 9.060 0.000000 445.860 9.210 0.000000 450.850 9.300 0.000000 455.760 9.330 0.000000 460.750 9.320 0.000000 465.660 9.260 0.000000 475.640 9.070 0.000000 480.550 8.930 0.000000 485.540 8.870 0.000000 490.450 8.990 0.000000 495.440 9.090 0.000000 505.340 9.130 0.000000 520.150 9.250 0.000000 530.050 9.350 0.000000 535.040 9.420 0.000000 544.940 9.450 0.000000 549.940 9.660 0.000000 554.840 9.910 0.000000 559.840 10.110 0.000000 564.740 10.280 0.000000 574.640 10.520 0.000000 579.640 10.580 0.000000 584.540 10.560 0.000000 599.440 10.390 0.000000 604.430 10.360 0.000000 609.340 10.340 0.000000 614.330 10.380 0.000000 619.240 10.540 0.000000 629.140 10.810 0.000000 634.130 10.920 0.000000 639.040 10.980 0.000000 644.030 11.010 0.000000 648.940 11.000 0.000000 653.930 10.940 0.000000 663.830 10.680 0.000000 668.830 10.670 0.000000 673.730 10.690 0.000000 678.730 10.890 0.000000 688.630 11.210 0.000000 698.530 11.500 0.000000 703.430 11.600 0.000000 708.430 11.670 0.000000 713.330 11.700 0.000000 718.330 11.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 805 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 723.320 11.650 0.000000 738.130 11.430 0.000000 743.120 11.680 0.000000 748.030 11.670 0.000000 753.020 11.750 0.000000 767.830 11.800 0.000000 782.720 11.920 0.000000 787.720 11.900 0.000000 792.620 11.710 0.000000 802.520 11.030 0.000000 807.520 11.000 0.000000 812.420 11.070 0.000000 817.240 11.090 0.000000 850.510 11.160 0.000000 855.230 11.280 0.000000 864.150 12.420 0.000000 868.080 12.300 0.000000 871.910 12.320 0.000000 881.900 12.610 0.000000 886.900 12.800 0.000000 891.890 12.960 0.000000 --------------------------------------------------------------------- Name: XA0910B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 12.960 0.000000 4.590 12.880 0.000000 9.190 12.680 0.000000 12.920 12.480 0.000000 16.640 12.320 0.000000 24.510 11.820 0.000000 32.460 11.380 0.000000 40.170 10.880 0.000000 44.030 10.710 0.000000 48.910 10.540 0.000000 53.260 10.440 0.000000 57.620 10.300 0.000000 61.970 10.120 0.000000 66.320 9.840 0.000000 70.670 9.770 0.000000 75.010 9.740 0.000000 79.380 9.630 0.000000 83.360 9.490 0.000000 87.350 9.230 0.000000 90.000 9.020 0.000000 94.430 9.000 0.000000 98.850 9.110 0.000000 101.850 9.220 0.000000 109.060 9.560 0.000000 111.920 9.690 0.000000 114.080 9.830 0.000000 119.060 9.780 0.000000 124.030 9.770 0.000000 129.020 9.510 0.000000 134.000 9.870 0.000000 138.980 9.900 0.000000 143.950 10.630 0.000000 146.550 11.060 0.000000 149.160 11.460 0.000000 153.090 11.390 0.000000 --------------------------------------------------------------------- Name: XA0920B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 806 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.000 15.780 0.000000 2.860 15.720 0.000000 8.940 15.510 0.000000 16.230 15.330 0.000000 25.120 15.180 0.000000 29.900 14.800 0.000000 34.680 14.350 0.000000 48.270 14.060 0.000000 60.370 13.840 0.000000 65.050 13.880 0.000000 69.760 13.800 0.000000 79.170 13.560 0.000000 83.850 13.480 0.000000 93.260 13.410 0.000000 97.970 13.300 0.000000 102.670 13.240 0.000000 107.350 13.220 0.000000 116.760 13.120 0.000000 125.770 13.130 0.000000 130.060 13.430 0.000000 134.360 13.790 0.000000 138.670 13.740 0.000000 142.980 13.590 0.000000 147.280 13.490 0.000000 151.570 13.430 0.000000 161.230 13.380 0.000000 166.060 13.110 0.000000 170.890 13.030 0.000000 175.720 12.800 0.000000 180.550 12.510 0.000000 185.400 12.040 0.000000 190.230 11.830 0.000000 195.060 11.690 0.000000 199.890 11.680 0.000000 204.720 11.710 0.000000 209.550 11.830 0.000000 214.380 11.820 0.000000 248.960 11.390 0.000000 --------------------------------------------------------------------- Name: XA0920C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 11.390 0.000000 4.320 11.420 0.000000 8.630 11.270 0.000000 16.310 11.300 0.000000 20.610 11.430 0.000000 29.210 11.500 0.000000 33.520 11.570 0.000000 36.100 11.710 0.000000 38.690 11.500 0.000000 42.280 11.500 0.000000 49.480 11.590 0.000000 53.170 11.810 0.000000 57.540 11.740 0.000000 61.930 11.580 0.000000 66.300 11.360 0.000000 70.690 11.220 0.000000 79.450 10.650 0.000000 83.820 10.820 0.000000 88.200 10.750 0.000000 93.180 10.700 0.000000 103.110 11.050 0.000000 113.060 11.560 0.000000 118.010 11.710 0.000000 122.990 11.830 0.000000 127.960 11.910 0.000000 132.920 11.800 0.000000 137.890 11.560 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 807 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 142.870 11.430 0.000000 147.840 11.390 0.000000 152.800 11.410 0.000000 162.750 11.520 0.000000 167.720 11.660 0.000000 172.680 11.900 0.000000 177.650 12.040 0.000000 --------------------------------------------------------------------- Name: XA0930B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 19.460 0.000000 4.010 19.140 0.000000 8.050 18.360 0.000000 12.060 17.720 0.000000 15.010 17.090 0.000000 17.960 16.250 0.000000 21.990 15.620 0.000000 26.030 15.270 0.000000 30.080 15.040 0.000000 36.750 14.900 0.000000 47.030 14.620 0.000000 51.170 14.490 0.000000 55.330 14.300 0.000000 59.340 14.210 0.000000 63.370 14.220 0.000000 67.390 14.180 0.000000 71.420 14.020 0.000000 76.060 14.080 0.000000 83.350 14.020 0.000000 87.640 14.300 0.000000 91.940 14.490 0.000000 95.590 14.520 0.000000 99.230 14.470 0.000000 103.800 14.280 0.000000 107.510 14.220 0.000000 112.940 14.260 0.000000 128.060 14.080 0.000000 135.190 14.100 0.000000 143.160 14.060 0.000000 147.140 14.080 0.000000 149.680 14.190 0.000000 155.930 14.240 0.000000 164.580 14.420 0.000000 171.760 14.470 0.000000 179.990 14.650 0.000000 --------------------------------------------------------------------- Name: XA0930C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 16.260 0.000000 4.220 16.100 0.000000 8.510 15.900 0.000000 12.730 15.810 0.000000 15.510 15.760 0.000000 18.860 15.770 0.000000 28.960 15.670 0.000000 40.580 15.490 0.000000 44.470 15.470 0.000000 48.370 15.370 0.000000 52.270 15.350 0.000000 60.070 15.250 0.000000 64.600 15.150 0.000000 72.320 15.110 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 808 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 84.020 15.150 0.000000 95.710 15.050 0.000000 99.770 15.040 0.000000 107.410 14.920 0.000000 111.150 15.100 0.000000 114.890 15.190 0.000000 118.630 15.100 0.000000 121.650 15.110 0.000000 124.670 15.020 0.000000 136.210 15.180 0.000000 140.110 15.160 0.000000 144.010 15.190 0.000000 155.620 15.410 0.000000 167.320 15.440 0.000000 171.850 15.600 0.000000 175.670 15.600 0.000000 179.570 15.710 0.000000 183.470 15.700 0.000000 187.370 15.740 0.000000 191.260 15.700 0.000000 195.160 15.790 0.000000 199.060 15.810 0.000000 202.960 15.920 0.000000 206.860 15.970 0.000000 211.310 16.000 0.000000 214.580 16.060 0.000000 218.950 16.020 0.000000 223.650 16.110 0.000000 232.560 16.540 0.000000 237.010 16.800 0.000000 240.350 17.040 0.000000 244.490 17.150 0.000000 248.310 17.180 0.000000 252.050 17.280 0.000000 256.430 17.460 0.000000 264.860 17.400 0.000000 272.740 17.500 0.000000 276.790 17.450 0.000000 280.930 17.500 0.000000 288.090 17.640 0.000000 291.430 17.660 0.000000 294.850 17.720 0.000000 299.310 17.690 0.000000 303.760 17.560 0.000000 310.370 17.910 0.000000 315.380 17.840 0.000000 320.310 17.920 0.000000 325.250 17.950 0.000000 329.220 17.860 0.000000 333.280 17.830 0.000000 337.740 17.970 0.000000 341.870 17.990 0.000000 345.690 18.090 0.000000 353.170 18.440 0.000000 357.710 18.610 0.000000 362.240 18.530 0.000000 366.780 18.790 0.000000 371.390 18.830 0.000000 376.080 18.830 0.000000 380.220 18.860 0.000000 384.360 18.790 0.000000 392.790 18.920 0.000000 401.390 18.820 0.000000 409.740 18.970 0.000000 413.880 19.000 0.000000 418.090 18.940 0.000000 422.470 18.970 0.000000 430.190 18.970 0.000000 437.430 18.910 0.000000 441.640 18.920 0.000000 448.410 19.030 0.000000 451.030 18.970 0.000000 455.960 19.150 0.000000 460.980 18.980 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 809 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 465.910 18.940 0.000000 470.680 18.850 0.000000 475.300 19.090 0.000000 479.200 19.180 0.000000 483.170 19.150 0.000000 487.070 19.320 0.000000 491.050 19.420 0.000000 499.480 19.320 0.000000 504.420 19.290 0.000000 508.160 19.300 0.000000 512.130 19.260 0.000000 516.750 19.250 0.000000 521.360 19.160 0.000000 525.900 18.930 0.000000 533.220 19.250 0.000000 535.840 19.320 0.000000 539.580 19.480 0.000000 543.320 19.580 0.000000 548.180 19.590 0.000000 552.310 19.210 0.000000 556.450 19.070 0.000000 560.590 19.110 0.000000 564.010 19.090 0.000000 567.910 18.970 0.000000 572.840 18.970 0.000000 576.020 19.060 0.000000 579.200 19.110 0.000000 583.580 19.070 0.000000 592.090 19.110 0.000000 598.620 19.200 0.000000 603.070 19.190 0.000000 607.290 19.340 0.000000 611.590 19.530 0.000000 614.210 19.600 0.000000 616.760 19.520 0.000000 626.700 19.560 0.000000 634.500 19.820 0.000000 637.360 19.800 0.000000 645.720 20.060 0.000000 649.850 20.110 0.000000 653.280 20.100 0.000000 657.170 20.220 0.000000 661.070 20.420 0.000000 664.890 20.690 0.000000 669.820 20.820 0.000000 676.110 21.170 0.000000 679.770 21.330 0.000000 688.680 21.640 0.000000 693.370 21.900 0.000000 698.070 22.230 0.000000 702.760 22.510 0.000000 708.570 23.110 0.000000 712.150 23.380 0.000000 716.050 23.760 0.000000 725.760 24.820 0.000000 730.370 24.700 0.000000 735.060 24.650 0.000000 742.300 24.920 0.000000 752.170 25.050 0.000000 762.190 25.260 0.000000 766.970 25.280 0.000000 790.840 25.550 0.000000 795.610 25.520 0.000000 --------------------------------------------------------------------- Name: XA0950B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.420 0.000000 4.060 22.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 810 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 8.160 22.450 0.000000 19.000 22.630 0.000000 21.640 22.660 0.000000 28.010 22.650 0.000000 40.410 22.770 0.000000 43.480 22.820 0.000000 46.590 22.800 0.000000 51.680 22.850 0.000000 58.000 22.800 0.000000 62.900 22.800 0.000000 67.810 22.840 0.000000 72.760 22.820 0.000000 82.560 22.850 0.000000 87.520 22.760 0.000000 92.420 22.860 0.000000 102.270 22.780 0.000000 107.180 22.820 0.000000 112.080 22.730 0.000000 121.940 22.750 0.000000 126.840 22.720 0.000000 136.700 22.740 0.000000 141.600 22.720 0.000000 146.550 22.760 0.000000 156.360 22.740 0.000000 166.210 22.770 0.000000 179.280 22.870 0.000000 186.160 22.960 0.000000 188.710 22.940 0.000000 192.860 23.010 0.000000 195.730 22.950 0.000000 198.560 22.930 0.000000 203.470 22.950 0.000000 208.420 22.980 0.000000 213.370 23.070 0.000000 218.270 23.100 0.000000 223.220 23.080 0.000000 232.700 22.970 0.000000 237.270 23.010 0.000000 241.850 23.100 0.000000 245.670 23.090 0.000000 251.840 23.000 0.000000 259.910 22.960 0.000000 264.010 22.960 0.000000 268.110 23.010 0.000000 272.540 22.980 0.000000 281.410 23.020 0.000000 305.030 23.270 0.000000 314.600 23.330 0.000000 324.220 23.550 0.000000 329.030 23.600 0.000000 333.510 23.720 0.000000 342.470 23.700 0.000000 358.170 23.300 0.000000 362.280 23.290 0.000000 369.350 23.320 0.000000 375.100 23.260 0.000000 384.010 23.270 0.000000 388.300 23.350 0.000000 392.640 23.370 0.000000 401.270 23.340 0.000000 420.420 23.430 0.000000 425.740 23.400 0.000000 429.660 23.450 0.000000 437.580 23.420 0.000000 443.190 23.470 0.000000 447.430 23.450 0.000000 451.400 23.510 0.000000 459.360 23.410 0.000000 463.420 23.510 0.000000 467.470 23.410 0.000000 471.530 23.370 0.000000 --------------------------------------------------------------------- Name: XA0950C Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 811 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 24.480 0.000000 4.730 24.330 0.000000 9.440 24.120 0.000000 14.170 24.140 0.000000 23.610 23.940 0.000000 28.330 23.790 0.000000 33.060 23.680 0.000000 37.770 23.620 0.000000 42.500 23.500 0.000000 51.940 23.210 0.000000 56.670 23.160 0.000000 61.390 22.910 0.000000 66.110 22.730 0.000000 70.830 22.590 0.000000 85.000 22.420 0.000000 --------------------------------------------------------------------- Name: XA0950D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.370 0.000000 9.780 23.380 0.000000 14.670 23.420 0.000000 19.570 23.530 0.000000 24.270 23.720 0.000000 38.230 23.920 0.000000 42.810 24.090 0.000000 51.950 24.300 0.000000 56.530 24.480 0.000000 61.110 24.730 0.000000 70.640 25.120 0.000000 75.600 25.250 0.000000 79.510 25.440 0.000000 83.430 25.480 0.000000 91.260 25.520 0.000000 --------------------------------------------------------------------- Name: XA0960B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 27.020 0.000000 3.930 26.930 0.000000 7.860 26.960 0.000000 13.460 27.080 0.000000 21.900 27.120 0.000000 26.120 27.190 0.000000 30.340 27.300 0.000000 35.210 27.470 0.000000 38.770 27.550 0.000000 46.100 27.780 0.000000 54.420 28.170 0.000000 65.650 28.820 0.000000 69.620 29.030 0.000000 73.770 29.170 0.000000 77.930 29.550 0.000000 81.980 32.150 0.000000 86.020 35.880 0.000000 89.780 38.500 0.000000 93.940 41.210 0.000000 97.530 41.950 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 812 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 101.900 42.080 0.000000 105.870 42.080 0.000000 --------------------------------------------------------------------- Name: XA0960C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 24.480 0.000000 4.770 24.540 0.000000 9.530 24.570 0.000000 19.010 24.590 0.000000 23.780 24.570 0.000000 35.280 24.750 0.000000 43.980 24.580 0.000000 47.550 24.630 0.000000 54.580 24.830 0.000000 58.100 24.750 0.000000 61.080 24.840 0.000000 66.620 24.910 0.000000 69.180 24.820 0.000000 71.570 24.860 0.000000 77.700 24.880 0.000000 80.500 24.960 0.000000 83.370 24.900 0.000000 87.420 24.860 0.000000 91.470 24.880 0.000000 95.700 24.950 0.000000 99.930 24.930 0.000000 103.270 24.990 0.000000 106.600 24.910 0.000000 110.900 24.890 0.000000 115.130 24.930 0.000000 119.420 24.900 0.000000 123.650 24.910 0.000000 141.230 25.020 0.000000 145.750 24.990 0.000000 150.280 25.010 0.000000 154.810 25.050 0.000000 163.810 25.070 0.000000 172.570 25.140 0.000000 181.330 25.040 0.000000 184.250 25.110 0.000000 189.790 25.110 0.000000 192.470 25.070 0.000000 195.690 25.150 0.000000 198.910 25.110 0.000000 208.560 25.250 0.000000 211.240 25.210 0.000000 215.830 25.030 0.000000 219.940 24.940 0.000000 232.340 24.880 0.000000 236.450 24.900 0.000000 244.490 24.850 0.000000 253.370 24.920 0.000000 269.340 24.920 0.000000 277.030 25.020 0.000000 280.840 24.940 0.000000 293.600 24.940 0.000000 297.830 25.020 0.000000 302.120 24.980 0.000000 306.350 24.990 0.000000 315.640 25.470 0.000000 318.860 25.460 0.000000 323.810 25.400 0.000000 327.380 25.410 0.000000 331.020 25.320 0.000000 335.250 25.280 0.000000 339.840 25.170 0.000000 344.250 25.130 0.000000 348.600 25.190 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 813 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 353.010 25.190 0.000000 357.360 25.280 0.000000 361.760 25.040 0.000000 364.630 25.070 0.000000 367.540 25.130 0.000000 376.960 25.140 0.000000 381.790 24.820 0.000000 386.610 24.910 0.000000 395.430 25.010 0.000000 408.780 25.030 0.000000 413.670 25.210 0.000000 418.730 25.160 0.000000 426.780 25.300 0.000000 430.770 25.250 0.000000 435.770 25.250 0.000000 444.180 25.410 0.000000 448.110 25.400 0.000000 452.100 25.290 0.000000 456.030 25.260 0.000000 459.970 25.330 0.000000 469.080 25.550 0.000000 471.470 25.610 0.000000 474.090 25.710 0.000000 476.650 25.740 0.000000 481.180 25.730 0.000000 485.650 25.810 0.000000 494.590 25.900 0.000000 499.120 26.030 0.000000 503.590 26.080 0.000000 508.060 26.040 0.000000 517.410 26.140 0.000000 524.740 26.010 0.000000 528.380 26.080 0.000000 531.710 26.220 0.000000 535.110 26.200 0.000000 539.700 26.130 0.000000 544.350 26.160 0.000000 548.930 26.330 0.000000 558.170 26.370 0.000000 562.820 26.340 0.000000 572.050 26.490 0.000000 574.620 26.490 0.000000 577.180 26.540 0.000000 580.810 26.360 0.000000 587.610 26.510 0.000000 595.890 26.280 0.000000 --------------------------------------------------------------------- Name: XA0970B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 38.800 0.000000 4.650 38.910 0.000000 9.150 38.860 0.000000 13.810 38.640 0.000000 18.310 38.200 0.000000 22.960 37.720 0.000000 27.460 37.610 0.000000 32.110 37.600 0.000000 36.620 37.980 0.000000 41.270 38.500 0.000000 45.770 38.790 0.000000 50.420 38.880 0.000000 55.070 39.010 0.000000 57.400 38.960 0.000000 61.320 38.920 0.000000 63.790 38.930 0.000000 68.300 38.870 0.000000 76.730 38.820 0.000000 80.800 38.770 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 814 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 83.270 38.760 0.000000 85.740 38.790 0.000000 92.130 38.670 0.000000 96.340 38.620 0.000000 99.980 38.360 0.000000 106.370 37.590 0.000000 108.840 37.190 0.000000 112.910 36.820 0.000000 117.120 36.670 0.000000 121.340 36.680 0.000000 129.910 36.830 0.000000 133.250 36.910 0.000000 141.680 37.200 0.000000 145.750 37.300 0.000000 157.810 37.530 0.000000 162.170 37.540 0.000000 170.600 37.390 0.000000 181.060 37.440 0.000000 192.110 37.370 0.000000 206.350 37.340 0.000000 215.360 37.300 0.000000 228.870 37.190 0.000000 241.370 37.060 0.000000 256.340 37.050 0.000000 264.040 36.970 0.000000 267.960 36.900 0.000000 271.890 36.870 0.000000 275.080 36.870 0.000000 279.150 37.000 0.000000 282.490 37.070 0.000000 287.140 37.070 0.000000 294.560 36.950 0.000000 305.740 37.030 0.000000 314.030 37.150 0.000000 321.580 37.210 0.000000 325.360 37.180 0.000000 328.410 37.090 0.000000 331.470 37.110 0.000000 344.250 37.370 0.000000 348.470 37.440 0.000000 356.750 37.470 0.000000 363.870 37.440 0.000000 371.860 37.320 0.000000 381.600 37.110 0.000000 386.400 36.970 0.000000 391.340 36.920 0.000000 399.040 37.010 0.000000 405.140 36.990 0.000000 413.280 37.030 0.000000 421.270 36.990 0.000000 436.970 37.130 0.000000 482.160 37.420 0.000000 486.370 37.450 0.000000 490.590 37.560 0.000000 494.800 37.600 0.000000 499.020 37.520 0.000000 503.370 37.330 0.000000 507.590 37.110 0.000000 510.640 36.910 0.000000 513.690 36.800 0.000000 516.450 36.780 0.000000 519.360 36.660 0.000000 524.010 36.400 0.000000 528.660 36.270 0.000000 533.160 36.030 0.000000 537.810 36.070 0.000000 542.900 35.880 0.000000 546.820 35.700 0.000000 554.240 35.400 0.000000 558.450 35.260 0.000000 562.520 35.170 0.000000 571.240 34.770 0.000000 575.020 34.630 0.000000 579.370 34.520 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 815 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 587.950 34.460 0.000000 598.410 34.330 0.000000 603.790 34.290 0.000000 608.730 34.390 0.000000 613.520 34.010 0.000000 618.460 33.860 0.000000 623.410 33.850 0.000000 633.140 33.910 0.000000 636.190 33.890 0.000000 642.880 33.690 0.000000 650.730 33.530 0.000000 657.260 33.280 0.000000 660.900 33.210 0.000000 664.530 33.170 0.000000 672.960 33.000 0.000000 677.750 32.930 0.000000 687.200 32.820 0.000000 696.790 32.820 0.000000 706.380 32.770 0.000000 711.180 32.720 0.000000 715.970 32.590 0.000000 720.770 32.400 0.000000 725.420 32.280 0.000000 730.210 32.070 0.000000 738.790 31.630 0.000000 746.340 31.210 0.000000 756.810 30.560 0.000000 759.420 30.560 0.000000 762.180 30.340 0.000000 765.960 30.340 0.000000 769.740 30.400 0.000000 773.520 30.310 0.000000 777.300 29.920 0.000000 782.960 29.580 0.000000 788.190 29.360 0.000000 794.590 29.140 0.000000 800.690 29.010 0.000000 804.030 29.020 0.000000 807.380 29.000 0.000000 812.030 29.110 0.000000 816.820 28.740 0.000000 821.620 28.320 0.000000 826.410 28.390 0.000000 840.650 28.340 0.000000 844.870 28.460 0.000000 848.500 28.270 0.000000 852.420 28.520 0.000000 856.490 28.340 0.000000 860.850 28.330 0.000000 865.360 28.450 0.000000 869.860 28.400 0.000000 874.220 28.190 0.000000 878.730 28.070 0.000000 882.790 28.180 0.000000 886.860 27.990 0.000000 891.370 28.000 0.000000 895.870 27.960 0.000000 900.380 27.820 0.000000 909.240 27.930 0.000000 913.310 28.040 0.000000 917.530 28.000 0.000000 926.390 28.070 0.000000 930.750 28.120 0.000000 935.250 28.130 0.000000 939.760 28.090 0.000000 943.970 28.100 0.000000 948.330 28.060 0.000000 952.550 27.850 0.000000 957.490 27.770 0.000000 962.280 27.900 0.000000 971.870 28.040 0.000000 976.670 27.990 0.000000 986.260 27.940 0.000000 995.850 27.850 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 816 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1010.380 27.550 0.000000 1019.540 27.410 0.000000 1024.040 27.290 0.000000 1028.400 27.210 0.000000 1032.470 27.280 0.000000 1036.540 27.190 0.000000 1040.750 27.020 0.000000 1044.970 26.910 0.000000 1049.180 26.850 0.000000 1052.090 26.850 0.000000 1054.990 26.670 0.000000 1059.930 26.750 0.000000 1069.380 26.640 0.000000 1088.270 26.610 0.000000 1092.920 26.520 0.000000 1097.720 26.480 0.000000 1102.370 26.260 0.000000 1107.160 26.140 0.000000 1116.610 26.100 0.000000 1121.260 25.840 0.000000 1126.050 25.330 0.000000 1130.700 25.030 0.000000 1135.500 24.950 0.000000 1140.150 25.030 0.000000 1144.800 25.210 0.000000 1149.590 25.520 0.000000 1154.240 25.890 0.000000 1158.900 26.000 0.000000 1163.690 25.680 0.000000 1166.890 25.350 0.000000 1170.670 25.110 0.000000 1174.440 24.970 0.000000 1178.080 24.930 0.000000 1182.870 25.060 0.000000 1191.450 25.410 0.000000 1195.220 25.380 0.000000 1199.000 25.130 0.000000 1202.640 24.650 0.000000 1206.410 24.020 0.000000 1209.760 23.930 0.000000 1213.100 23.730 0.000000 1217.890 24.010 0.000000 1222.830 24.380 0.000000 1227.630 24.240 0.000000 1232.570 23.530 0.000000 1237.370 23.220 0.000000 1242.310 23.050 0.000000 1249.860 22.580 0.000000 1254.370 22.500 0.000000 1258.580 22.160 0.000000 1262.940 21.750 0.000000 1266.430 21.450 0.000000 1270.640 21.180 0.000000 1278.780 21.020 0.000000 1283.430 21.010 0.000000 1287.940 21.020 0.000000 1292.440 21.100 0.000000 1301.600 21.350 0.000000 1305.080 21.290 0.000000 1312.930 21.430 0.000000 1316.850 21.680 0.000000 1320.780 21.990 0.000000 1325.280 22.630 0.000000 1329.210 22.970 0.000000 1332.690 22.930 0.000000 1336.910 22.830 0.000000 1341.120 22.900 0.000000 1345.340 23.130 0.000000 1348.100 23.320 0.000000 1350.860 23.380 0.000000 1353.180 23.270 0.000000 1357.250 23.170 0.000000 1362.050 23.200 0.000000 1367.570 23.030 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 817 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1370.770 22.770 0.000000 1373.820 22.470 0.000000 1378.320 22.230 0.000000 1382.680 22.190 0.000000 1387.190 22.340 0.000000 1391.690 22.740 0.000000 1396.050 23.360 0.000000 1400.560 23.810 0.000000 1405.060 24.170 0.000000 1409.130 23.930 0.000000 1413.200 23.750 0.000000 1417.270 23.640 0.000000 1419.740 23.450 0.000000 1423.660 23.390 0.000000 1427.580 23.230 0.000000 1431.510 23.300 0.000000 1435.430 23.340 0.000000 1438.770 23.460 0.000000 1443.570 23.430 0.000000 1453.160 23.230 0.000000 --------------------------------------------------------------------- Name: XA0980B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 21.430 0.000000 8.620 21.370 0.000000 16.070 20.870 0.000000 24.200 20.880 0.000000 27.950 20.940 0.000000 31.460 21.050 0.000000 35.030 21.120 0.000000 39.830 21.200 0.000000 45.870 21.250 0.000000 67.850 21.350 0.000000 76.530 21.330 0.000000 84.470 21.220 0.000000 92.780 21.030 0.000000 100.350 20.830 0.000000 104.170 20.600 0.000000 108.300 20.450 0.000000 120.790 19.910 0.000000 128.980 19.940 0.000000 133.110 20.070 0.000000 140.620 20.030 0.000000 144.990 20.130 0.000000 149.300 20.180 0.000000 153.670 20.050 0.000000 157.430 19.830 0.000000 161.120 19.690 0.000000 165.490 19.660 0.000000 169.250 19.840 0.000000 173.000 19.900 0.000000 180.950 19.710 0.000000 185.010 19.550 0.000000 189.260 19.520 0.000000 193.440 19.590 0.000000 196.830 19.590 0.000000 205.450 19.680 0.000000 209.200 19.740 0.000000 217.020 19.800 0.000000 224.780 19.820 0.000000 229.030 19.990 0.000000 242.330 20.600 0.000000 246.020 20.500 0.000000 258.090 20.020 0.000000 265.540 20.230 0.000000 269.910 20.230 0.000000 273.670 20.100 0.000000 277.420 20.050 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 818 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 280.130 20.080 0.000000 282.900 20.020 0.000000 287.030 20.030 0.000000 295.280 20.110 0.000000 303.590 20.090 0.000000 307.900 20.130 0.000000 312.080 20.060 0.000000 316.270 19.920 0.000000 320.460 19.890 0.000000 339.300 20.010 0.000000 341.880 19.910 0.000000 355.550 19.990 0.000000 358.140 19.960 0.000000 361.830 20.010 0.000000 365.520 20.020 0.000000 372.970 19.990 0.000000 376.670 19.930 0.000000 381.530 19.980 0.000000 386.390 19.940 0.000000 391.260 19.650 0.000000 394.640 19.640 0.000000 398.090 19.590 0.000000 401.970 19.590 0.000000 405.910 19.620 0.000000 417.420 19.580 0.000000 424.690 19.690 0.000000 433.370 19.740 0.000000 437.740 19.730 0.000000 446.480 19.920 0.000000 457.130 20.400 0.000000 461.010 20.520 0.000000 469.820 20.690 0.000000 474.310 21.150 0.000000 476.900 21.460 0.000000 479.550 21.430 0.000000 482.500 20.960 0.000000 485.520 20.640 0.000000 489.520 20.660 0.000000 493.400 21.070 0.000000 497.280 21.260 0.000000 501.160 21.310 0.000000 533.600 21.310 0.000000 542.710 21.360 0.000000 555.460 21.350 0.000000 566.230 21.210 0.000000 573.560 21.190 0.000000 587.040 21.220 0.000000 595.780 21.140 0.000000 600.770 21.200 0.000000 605.700 21.440 0.000000 610.680 21.730 0.000000 615.670 21.870 0.000000 --------------------------------------------------------------------- Name: XA0990B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 27.820 0.000000 4.220 27.720 0.000000 8.340 27.850 0.000000 12.170 27.880 0.000000 16.100 27.860 0.000000 20.020 27.900 0.000000 23.950 27.750 0.000000 27.870 27.790 0.000000 31.800 27.700 0.000000 35.720 27.840 0.000000 39.650 27.630 0.000000 43.570 27.750 0.000000 46.810 27.610 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 819 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.030 27.700 0.000000 55.250 27.630 0.000000 59.470 27.670 0.000000 63.300 27.500 0.000000 67.230 27.560 0.000000 71.150 27.380 0.000000 75.080 27.560 0.000000 79.000 27.540 0.000000 82.830 27.580 0.000000 86.760 27.500 0.000000 91.270 27.620 0.000000 95.200 27.550 0.000000 99.120 27.610 0.000000 103.050 27.410 0.000000 106.970 27.470 0.000000 110.800 27.370 0.000000 114.730 27.400 0.000000 118.650 27.300 0.000000 122.580 27.370 0.000000 126.500 27.200 0.000000 130.430 27.260 0.000000 134.360 27.090 0.000000 138.280 27.180 0.000000 142.400 27.030 0.000000 146.130 27.060 0.000000 149.960 27.000 0.000000 154.770 27.080 0.000000 158.110 26.950 0.000000 161.930 27.050 0.000000 165.860 26.870 0.000000 169.780 26.960 0.000000 178.220 27.050 0.000000 182.150 26.880 0.000000 185.980 26.810 0.000000 189.900 26.800 0.000000 193.830 26.750 0.000000 197.750 26.800 0.000000 201.680 26.760 0.000000 205.610 26.800 0.000000 209.530 26.740 0.000000 213.460 26.850 0.000000 216.700 26.760 0.000000 221.410 26.710 0.000000 226.120 26.490 0.000000 229.450 26.580 0.000000 233.380 26.430 0.000000 237.210 26.630 0.000000 241.130 26.570 0.000000 245.060 26.710 0.000000 248.980 26.610 0.000000 253.010 26.560 0.000000 257.230 26.660 0.000000 261.550 26.510 0.000000 265.570 26.520 0.000000 269.500 26.450 0.000000 273.420 26.500 0.000000 281.270 26.500 0.000000 285.100 26.500 0.000000 288.440 26.450 0.000000 292.660 26.560 0.000000 296.970 26.420 0.000000 301.100 26.390 0.000000 305.020 26.310 0.000000 308.950 26.300 0.000000 312.870 26.370 0.000000 317.000 26.380 0.000000 321.220 26.450 0.000000 325.440 26.280 0.000000 328.870 26.390 0.000000 336.820 26.330 0.000000 341.040 26.250 0.000000 345.360 26.080 0.000000 349.380 26.220 0.000000 353.310 26.150 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 820 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 357.140 26.230 0.000000 364.400 26.220 0.000000 368.720 26.270 0.000000 372.940 26.230 0.000000 377.060 26.310 0.000000 380.980 26.260 0.000000 385.110 26.140 0.000000 389.330 26.210 0.000000 393.550 26.200 0.000000 396.880 26.320 0.000000 400.810 26.290 0.000000 408.660 26.290 0.000000 412.780 26.110 0.000000 416.510 26.270 0.000000 420.240 26.320 0.000000 425.150 26.160 0.000000 429.070 26.160 0.000000 436.140 26.210 0.000000 439.870 26.130 0.000000 442.620 26.180 0.000000 449.090 26.130 0.000000 452.820 26.030 0.000000 456.940 26.130 0.000000 460.870 26.070 0.000000 464.210 25.990 0.000000 468.430 26.110 0.000000 480.690 26.000 0.000000 484.910 25.920 0.000000 488.640 26.080 0.000000 492.470 26.150 0.000000 496.890 26.130 0.000000 500.720 26.150 0.000000 504.440 26.050 0.000000 508.660 26.150 0.000000 516.610 26.070 0.000000 525.150 26.050 0.000000 528.490 26.200 0.000000 532.410 26.250 0.000000 536.540 26.050 0.000000 540.760 26.130 0.000000 549.490 26.160 0.000000 553.220 26.230 0.000000 556.950 26.160 0.000000 561.460 26.120 0.000000 565.190 26.140 0.000000 568.920 26.040 0.000000 573.050 26.160 0.000000 581.190 26.080 0.000000 587.470 26.180 0.000000 590.220 26.210 0.000000 592.970 26.200 0.000000 596.800 26.260 0.000000 600.520 26.160 0.000000 604.740 26.200 0.000000 608.670 26.200 0.000000 612.790 26.100 0.000000 616.520 26.220 0.000000 620.250 26.220 0.000000 624.770 26.090 0.000000 628.490 26.200 0.000000 632.320 26.230 0.000000 636.740 26.140 0.000000 640.470 26.130 0.000000 644.200 26.070 0.000000 648.710 26.170 0.000000 652.930 26.130 0.000000 657.250 26.030 0.000000 660.690 26.230 0.000000 669.420 26.150 0.000000 672.660 26.210 0.000000 675.800 26.190 0.000000 678.550 26.220 0.000000 681.290 26.100 0.000000 685.020 26.130 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 821 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 696.900 26.120 0.000000 700.730 25.910 0.000000 704.650 25.870 0.000000 712.600 25.440 0.000000 716.430 25.200 0.000000 720.850 25.150 0.000000 724.580 25.300 0.000000 732.820 25.900 0.000000 736.650 26.090 0.000000 744.790 26.230 0.000000 748.620 26.310 0.000000 752.350 26.340 0.000000 756.770 26.320 0.000000 761.080 26.400 0.000000 769.820 26.240 0.000000 781.790 26.330 0.000000 785.520 26.340 0.000000 789.250 26.300 0.000000 793.370 26.350 0.000000 797.300 26.440 0.000000 801.520 26.360 0.000000 805.250 26.490 0.000000 808.980 26.530 0.000000 813.490 26.370 0.000000 817.220 26.420 0.000000 821.050 26.420 0.000000 825.460 26.310 0.000000 829.290 26.410 0.000000 833.020 26.450 0.000000 835.770 26.580 0.000000 841.660 26.510 0.000000 844.900 26.410 0.000000 853.630 26.590 0.000000 857.070 26.510 0.000000 860.790 26.640 0.000000 864.520 26.730 0.000000 868.940 26.710 0.000000 873.260 26.850 0.000000 881.600 26.720 0.000000 885.430 26.780 0.000000 888.860 26.760 0.000000 893.080 26.960 0.000000 897.400 26.970 0.000000 901.820 26.900 0.000000 905.550 26.710 0.000000 909.370 26.410 0.000000 913.500 26.320 0.000000 921.540 26.330 0.000000 929.100 26.440 0.000000 941.070 26.430 0.000000 945.590 26.500 0.000000 953.150 26.500 0.000000 955.890 26.580 0.000000 958.540 26.720 0.000000 961.780 26.730 0.000000 965.020 26.650 0.000000 969.830 26.570 0.000000 973.760 26.760 0.000000 981.410 27.310 0.000000 --------------------------------------------------------------------- Name: XA1000B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 39.990 0.000000 4.460 39.140 0.000000 7.620 39.290 0.000000 10.840 39.750 0.000000 15.780 39.140 0.000000 18.320 39.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 822 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 20.930 39.140 0.000000 25.050 39.360 0.000000 29.230 39.710 0.000000 33.350 39.770 0.000000 36.920 40.930 0.000000 40.490 41.410 0.000000 44.060 41.450 0.000000 47.900 41.300 0.000000 51.740 41.420 0.000000 55.590 41.750 0.000000 59.430 42.140 0.000000 63.890 42.500 0.000000 68.420 42.580 0.000000 72.950 42.390 0.000000 77.200 42.360 0.000000 81.530 42.390 0.000000 86.260 42.710 0.000000 91.070 42.810 0.000000 95.800 42.860 0.000000 100.610 43.170 0.000000 105.340 43.600 0.000000 109.180 43.830 0.000000 113.300 44.050 0.000000 117.420 44.230 0.000000 120.710 44.190 0.000000 124.760 44.480 0.000000 129.090 44.730 0.000000 133.410 44.800 0.000000 137.110 44.770 0.000000 140.820 44.570 0.000000 144.800 44.490 0.000000 148.640 44.500 0.000000 151.940 44.530 0.000000 156.060 44.360 0.000000 160.240 44.010 0.000000 164.910 43.740 0.000000 169.030 43.040 0.000000 173.210 42.370 0.000000 177.400 41.970 0.000000 181.040 41.820 0.000000 185.220 41.790 0.000000 189.480 41.930 0.000000 193.800 41.970 0.000000 197.570 42.150 0.000000 201.280 42.370 0.000000 205.950 42.270 0.000000 209.650 42.280 0.000000 213.290 42.140 0.000000 221.250 41.570 0.000000 226.050 41.390 0.000000 230.450 41.310 0.000000 234.840 41.490 0.000000 239.230 42.040 0.000000 243.550 42.760 0.000000 247.950 42.720 0.000000 250.760 42.630 0.000000 253.570 42.610 0.000000 261.050 42.280 0.000000 265.380 42.260 0.000000 272.790 42.570 0.000000 277.590 42.500 0.000000 285.280 42.270 0.000000 288.570 42.210 0.000000 296.940 42.080 0.000000 301.060 41.900 0.000000 305.520 41.510 0.000000 309.300 41.260 0.000000 312.660 40.920 0.000000 316.850 40.770 0.000000 321.030 40.730 0.000000 325.770 40.520 0.000000 329.470 40.710 0.000000 333.180 40.960 0.000000 336.890 41.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 823 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 341.690 40.810 0.000000 345.190 39.960 0.000000 349.790 39.140 0.000000 354.320 39.140 0.000000 358.910 39.140 0.000000 363.510 39.140 0.000000 368.040 39.140 0.000000 372.640 39.140 0.000000 377.240 39.140 0.000000 381.840 39.140 0.000000 386.360 39.140 0.000000 392.880 39.140 0.000000 400.300 39.140 0.000000 405.030 39.140 0.000000 425.820 39.140 0.000000 435.570 39.140 0.000000 445.310 39.140 0.000000 459.930 39.140 0.000000 469.610 39.140 0.000000 479.350 39.140 0.000000 487.310 39.140 0.000000 496.710 39.140 0.000000 502.140 39.140 0.000000 509.140 39.140 0.000000 518.950 39.140 0.000000 543.380 39.140 0.000000 562.940 39.140 0.000000 567.810 39.140 0.000000 572.680 39.140 0.000000 582.500 39.140 0.000000 615.710 39.140 0.000000 634.650 39.140 0.000000 639.870 39.140 0.000000 642.480 39.140 0.000000 646.320 39.140 0.000000 650.160 39.140 0.000000 654.010 39.140 0.000000 658.470 39.140 0.000000 661.760 39.140 0.000000 665.950 39.140 0.000000 670.130 39.140 0.000000 674.250 39.140 0.000000 678.710 39.140 0.000000 686.260 39.140 0.000000 --------------------------------------------------------------------- Name: XA1010C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.750 0.000000 20.040 34.710 0.000000 28.580 34.710 0.000000 34.160 34.750 0.000000 39.140 34.670 0.000000 48.030 34.340 0.000000 51.590 34.170 0.000000 56.570 33.820 0.000000 61.430 33.430 0.000000 66.410 33.110 0.000000 71.270 32.840 0.000000 83.960 32.290 0.000000 88.120 32.150 0.000000 100.330 31.670 0.000000 103.650 31.850 0.000000 106.970 32.120 0.000000 110.530 32.080 0.000000 114.560 31.800 0.000000 118.710 31.460 0.000000 131.880 30.230 0.000000 141.720 29.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 824 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 146.700 29.020 0.000000 156.660 28.320 0.000000 166.510 27.690 0.000000 171.490 27.400 0.000000 176.470 27.150 0.000000 181.450 26.970 0.000000 186.310 26.860 0.000000 196.270 26.550 0.000000 199.000 26.500 0.000000 204.460 26.460 0.000000 207.070 26.340 0.000000 211.810 26.460 0.000000 215.250 26.180 0.000000 218.690 25.740 0.000000 223.430 25.180 0.000000 228.170 24.780 0.000000 232.920 24.540 0.000000 237.660 24.520 0.000000 242.410 24.620 0.000000 247.150 24.590 0.000000 251.890 24.440 0.000000 256.760 24.260 0.000000 261.620 24.040 0.000000 268.730 23.790 0.000000 280.950 23.190 0.000000 287.950 22.880 0.000000 291.390 22.810 0.000000 295.300 22.530 0.000000 299.690 22.260 0.000000 303.960 22.040 0.000000 308.110 21.950 0.000000 319.490 21.980 0.000000 327.200 21.900 0.000000 335.620 22.020 0.000000 340.010 22.050 0.000000 347.480 22.170 0.000000 355.900 22.340 0.000000 363.730 22.540 0.000000 372.150 22.840 0.000000 375.940 22.940 0.000000 379.620 22.820 0.000000 383.300 22.510 0.000000 388.160 22.200 0.000000 391.950 22.130 0.000000 402.980 22.260 0.000000 407.960 22.190 0.000000 411.640 22.040 0.000000 415.430 21.930 0.000000 419.110 21.890 0.000000 428.360 21.900 0.000000 432.630 21.830 0.000000 440.460 21.790 0.000000 448.290 21.840 0.000000 455.880 21.970 0.000000 460.140 22.130 0.000000 468.210 22.690 0.000000 476.390 22.870 0.000000 481.020 22.940 0.000000 485.520 23.070 0.000000 494.660 23.440 0.000000 499.160 23.590 0.000000 518.490 24.170 0.000000 526.910 24.530 0.000000 530.830 24.590 0.000000 534.740 24.580 0.000000 541.970 24.910 0.000000 546.240 25.140 0.000000 550.510 25.410 0.000000 553.240 25.530 0.000000 556.800 25.760 0.000000 560.950 26.220 0.000000 564.980 26.870 0.000000 569.130 27.580 0.000000 573.160 28.360 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 825 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 580.750 29.880 0.000000 584.670 30.890 0.000000 588.580 31.770 0.000000 592.500 32.870 0.000000 596.410 33.850 0.000000 600.320 35.050 0.000000 608.150 37.530 0.000000 612.300 38.520 0.000000 616.450 39.420 0.000000 620.720 40.240 0.000000 625.350 40.350 0.000000 631.990 40.380 0.000000 636.490 40.240 0.000000 640.880 40.240 0.000000 645.150 40.290 0.000000 648.950 40.300 0.000000 652.740 40.360 0.000000 664.130 40.680 0.000000 672.670 40.690 0.000000 677.170 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971.170 44.980 0.000000 974.370 45.080 0.000000 978.870 45.260 0.000000 986.460 45.480 0.000000 990.730 45.620 0.000000 994.890 45.570 0.000000 998.560 45.470 0.000000 1003.190 45.690 0.000000 1007.690 46.010 0.000000 1012.200 46.190 0.000000 1021.330 46.480 0.000000 1025.840 46.570 0.000000 1029.630 46.560 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 826 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1033.430 46.490 0.000000 1041.850 46.500 0.000000 1050.740 46.400 0.000000 1064.740 46.310 0.000000 1076.360 46.040 0.000000 1081.340 45.670 0.000000 1086.200 45.570 0.000000 1091.060 45.520 0.000000 1100.790 45.390 0.000000 1103.870 45.320 0.000000 1110.630 45.080 0.000000 1114.310 45.000 0.000000 1118.340 44.980 0.000000 1122.260 45.020 0.000000 1134.000 45.030 0.000000 1145.620 45.110 0.000000 1153.450 45.250 0.000000 1165.190 45.620 0.000000 1176.220 45.670 0.000000 1185.940 45.740 0.000000 --------------------------------------------------------------------- Name: XA1030B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 45.740 0.000000 12.620 45.630 0.000000 25.240 45.490 0.000000 33.950 45.430 0.000000 38.160 45.300 0.000000 46.570 44.890 0.000000 50.480 44.800 0.000000 58.890 44.330 0.000000 67.150 44.080 0.000000 71.060 44.010 0.000000 75.410 43.950 0.000000 83.080 43.890 0.000000 105.160 43.810 0.000000 119.730 43.810 0.000000 124.540 43.840 0.000000 129.500 43.900 0.000000 135.810 43.860 0.000000 149.330 43.520 0.000000 152.330 43.390 0.000000 163.450 42.710 0.000000 169.760 42.540 0.000000 183.130 42.320 0.000000 203.410 42.120 0.000000 214.980 41.880 0.000000 222.790 41.770 0.000000 235.110 41.690 0.000000 239.310 41.560 0.000000 243.670 41.280 0.000000 247.430 41.140 0.000000 251.330 41.050 0.000000 255.540 40.880 0.000000 258.990 40.710 0.000000 263.200 40.300 0.000000 267.260 39.840 0.000000 271.460 39.420 0.000000 278.220 39.490 0.000000 284.530 39.620 0.000000 287.990 39.710 0.000000 292.950 39.810 0.000000 299.110 40.020 0.000000 304.660 40.070 0.000000 316.380 40.310 0.000000 328.400 40.530 0.000000 336.360 40.720 0.000000 344.170 40.990 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 827 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 346.730 41.010 0.000000 348.980 41.070 0.000000 352.440 41.020 0.000000 368.660 40.330 0.000000 373.020 40.180 0.000000 377.380 40.050 0.000000 381.580 39.960 0.000000 384.440 39.930 0.000000 390.600 39.930 0.000000 402.310 40.030 0.000000 424.550 40.360 0.000000 427.400 40.330 0.000000 430.710 40.230 0.000000 438.520 40.090 0.000000 454.290 39.880 0.000000 473.220 39.670 0.000000 477.880 39.580 0.000000 482.540 39.530 0.000000 487.040 39.600 0.000000 490.500 39.680 0.000000 495.150 39.730 0.000000 497.560 39.720 0.000000 502.220 39.630 0.000000 509.730 39.390 0.000000 514.530 39.290 0.000000 518.740 39.150 0.000000 522.950 39.110 0.000000 531.810 39.260 0.000000 535.570 39.260 0.000000 539.320 39.330 0.000000 547.580 39.680 0.000000 551.340 39.690 0.000000 555.550 39.560 0.000000 563.360 39.170 0.000000 567.260 39.170 0.000000 571.170 39.230 0.000000 575.080 39.510 0.000000 583.040 39.880 0.000000 595.810 40.340 0.000000 604.220 40.440 0.000000 611.580 40.330 0.000000 615.490 40.160 0.000000 619.390 40.270 0.000000 623.600 40.300 0.000000 627.810 40.380 0.000000 635.470 40.370 0.000000 639.370 40.400 0.000000 647.190 40.570 0.000000 658.750 40.690 0.000000 663.260 40.610 0.000000 686.700 40.640 0.000000 691.200 40.720 0.000000 699.170 40.900 0.000000 703.070 40.960 0.000000 707.130 40.970 0.000000 711.030 40.930 0.000000 723.050 40.660 0.000000 730.560 40.550 0.000000 735.070 40.620 0.000000 738.830 40.780 0.000000 742.730 40.780 0.000000 745.440 40.670 0.000000 748.140 40.600 0.000000 751.300 40.420 0.000000 754.600 40.270 0.000000 758.810 40.290 0.000000 771.130 40.290 0.000000 779.690 40.540 0.000000 783.740 40.560 0.000000 795.310 40.540 0.000000 804.180 40.630 0.000000 811.690 40.760 0.000000 815.740 40.770 0.000000 822.950 40.840 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 828 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 827.310 40.940 0.000000 831.520 40.960 0.000000 835.570 40.940 0.000000 839.630 41.020 0.000000 847.140 41.130 0.000000 855.550 41.180 0.000000 859.460 41.250 0.000000 863.670 41.280 0.000000 867.420 41.380 0.000000 875.380 41.750 0.000000 879.290 41.790 0.000000 883.500 41.750 0.000000 887.700 41.750 0.000000 899.270 41.960 0.000000 907.080 41.890 0.000000 910.840 41.790 0.000000 915.350 41.590 0.000000 919.550 41.540 0.000000 923.910 41.530 0.000000 927.810 41.650 0.000000 931.720 41.870 0.000000 935.630 42.020 0.000000 939.080 41.960 0.000000 942.840 41.850 0.000000 954.250 41.400 0.000000 958.160 41.690 0.000000 961.620 41.770 0.000000 965.070 41.700 0.000000 968.530 41.420 0.000000 972.130 41.370 0.000000 979.640 41.470 0.000000 984.900 41.460 0.000000 996.170 41.590 0.000000 1005.030 41.700 0.000000 1025.160 42.020 0.000000 1029.970 42.050 0.000000 1048.750 41.940 0.000000 1069.330 41.760 0.000000 1077.140 41.720 0.000000 1096.370 41.710 0.000000 1099.530 41.680 0.000000 1103.730 41.610 0.000000 1108.090 41.630 0.000000 1112.300 41.930 0.000000 1116.650 42.070 0.000000 1119.660 41.800 0.000000 1122.810 41.600 0.000000 1130.770 41.330 0.000000 1134.830 41.280 0.000000 1138.740 41.290 0.000000 1142.640 41.210 0.000000 1150.450 41.180 0.000000 1154.360 41.200 0.000000 1170.280 41.110 0.000000 1178.400 41.110 0.000000 1190.260 41.360 0.000000 1194.770 41.340 0.000000 1198.080 41.280 0.000000 1202.580 41.120 0.000000 1206.490 41.090 0.000000 1214.300 41.200 0.000000 1218.210 41.170 0.000000 1222.110 41.040 0.000000 1226.020 40.940 0.000000 1229.920 40.990 0.000000 1238.040 41.290 0.000000 1246.000 41.400 0.000000 1253.360 41.450 0.000000 1260.870 41.540 0.000000 1265.680 41.390 0.000000 1269.440 41.380 0.000000 1281.600 41.410 0.000000 1301.280 41.540 0.000000 1314.350 41.720 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 829 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1318.560 41.660 0.000000 1322.170 41.570 0.000000 1326.670 41.540 0.000000 1337.640 41.600 0.000000 1345.450 41.510 0.000000 1355.670 41.470 0.000000 1360.320 41.580 0.000000 1363.180 41.610 0.000000 1369.640 41.560 0.000000 1377.450 41.530 0.000000 1389.620 41.500 0.000000 1398.180 41.520 0.000000 1402.090 41.500 0.000000 1413.810 41.340 0.000000 1417.710 41.300 0.000000 1421.770 41.230 0.000000 1437.540 41.360 0.000000 1441.300 41.510 0.000000 1448.660 41.530 0.000000 1453.920 41.620 0.000000 1474.350 41.280 0.000000 1492.980 40.870 0.000000 1498.080 40.780 0.000000 1502.290 40.750 0.000000 --------------------------------------------------------------------- Name: XA1040B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 44.350 0.000000 4.710 44.200 0.000000 9.420 44.190 0.000000 12.140 44.300 0.000000 21.010 44.400 0.000000 35.050 44.440 0.000000 39.940 44.520 0.000000 48.270 44.510 0.000000 51.800 44.530 0.000000 55.330 44.510 0.000000 59.230 44.580 0.000000 63.120 44.900 0.000000 67.020 45.380 0.000000 71.360 45.790 0.000000 75.710 46.180 0.000000 88.840 47.270 0.000000 93.550 47.220 0.000000 96.810 47.280 0.000000 100.980 47.210 0.000000 104.690 47.320 0.000000 108.310 47.480 0.000000 112.020 47.670 0.000000 121.260 47.760 0.000000 130.320 47.990 0.000000 133.760 47.900 0.000000 137.200 47.760 0.000000 140.640 47.670 0.000000 144.080 47.620 0.000000 147.980 47.610 0.000000 151.870 47.560 0.000000 155.760 47.600 0.000000 168.530 47.950 0.000000 172.970 47.990 0.000000 178.410 47.650 0.000000 183.390 47.700 0.000000 187.010 47.780 0.000000 190.720 47.750 0.000000 196.250 47.630 0.000000 200.770 47.620 0.000000 205.390 47.650 0.000000 216.800 47.880 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 830 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 225.770 47.900 0.000000 230.390 47.980 0.000000 239.620 48.060 0.000000 248.950 48.250 0.000000 253.570 48.370 0.000000 258.280 48.320 0.000000 266.250 48.430 0.000000 269.690 48.330 0.000000 273.220 48.550 0.000000 281.010 48.530 0.000000 285.180 48.700 0.000000 289.430 48.650 0.000000 293.150 48.580 0.000000 296.500 48.630 0.000000 298.850 48.580 0.000000 303.830 48.580 0.000000 307.910 48.620 0.000000 310.990 48.600 0.000000 314.160 48.540 0.000000 321.850 48.580 0.000000 326.560 48.670 0.000000 335.890 48.690 0.000000 340.510 48.830 0.000000 345.220 48.870 0.000000 354.550 49.340 0.000000 359.070 49.620 0.000000 363.600 49.680 0.000000 368.220 49.790 0.000000 372.750 49.840 0.000000 384.970 49.900 0.000000 387.600 49.940 0.000000 394.940 49.980 0.000000 404.080 49.970 0.000000 408.700 50.100 0.000000 412.600 50.180 0.000000 416.220 50.160 0.000000 421.110 50.200 0.000000 423.640 50.300 0.000000 431.790 50.550 0.000000 435.510 50.620 0.000000 439.850 50.590 0.000000 444.470 50.660 0.000000 447.370 50.670 0.000000 450.090 50.660 0.000000 454.980 50.530 0.000000 474.540 50.720 0.000000 484.230 50.720 0.000000 489.120 50.750 0.000000 498.810 50.690 0.000000 513.480 50.710 0.000000 523.170 50.840 0.000000 532.860 50.890 0.000000 542.640 51.140 0.000000 545.450 51.320 0.000000 551.340 51.740 0.000000 554.320 51.870 0.000000 564.100 52.040 0.000000 573.160 51.990 0.000000 576.060 52.100 0.000000 578.870 52.300 0.000000 582.220 52.500 0.000000 588.470 52.740 0.000000 591.180 52.710 0.000000 601.050 52.480 0.000000 606.030 52.500 0.000000 614.550 52.440 0.000000 619.070 52.260 0.000000 627.130 52.110 0.000000 635.650 52.090 0.000000 643.980 52.190 0.000000 648.150 52.170 0.000000 652.310 52.200 0.000000 656.110 52.280 0.000000 674.320 52.460 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 831 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 683.920 52.610 0.000000 688.720 52.600 0.000000 693.520 52.630 0.000000 707.920 52.860 0.000000 712.720 52.980 0.000000 717.510 53.060 0.000000 731.910 53.250 0.000000 737.980 53.300 0.000000 745.410 53.720 0.000000 752.200 54.040 0.000000 755.370 54.010 0.000000 760.260 54.090 0.000000 765.240 53.960 0.000000 770.220 53.940 0.000000 775.200 53.570 0.000000 780.180 53.560 0.000000 784.620 53.580 0.000000 793.040 53.740 0.000000 813.060 53.820 0.000000 819.760 53.860 0.000000 824.560 53.960 0.000000 830.720 53.890 0.000000 835.240 53.980 0.000000 839.770 54.170 0.000000 844.390 54.260 0.000000 849.010 54.270 0.000000 859.510 54.490 0.000000 863.230 54.720 0.000000 866.940 54.890 0.000000 870.650 54.980 0.000000 875.360 55.030 0.000000 882.790 55.010 0.000000 889.040 55.030 0.000000 893.200 55.110 0.000000 897.280 55.240 0.000000 901.440 55.460 0.000000 905.610 55.580 0.000000 --------------------------------------------------------------------- Name: XA1050B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 28.900 0.000000 4.290 29.440 0.000000 8.700 29.740 0.000000 12.430 30.100 0.000000 16.150 30.420 0.000000 20.220 30.590 0.000000 24.180 30.910 0.000000 35.920 31.800 0.000000 47.670 32.630 0.000000 55.020 33.110 0.000000 59.080 33.360 0.000000 63.150 33.530 0.000000 65.860 33.680 0.000000 68.570 33.780 0.000000 76.250 34.030 0.000000 84.050 34.220 0.000000 91.840 34.370 0.000000 99.750 34.450 0.000000 109.920 34.500 0.000000 119.410 34.460 0.000000 124.150 34.480 0.000000 143.130 34.630 0.000000 154.200 34.580 0.000000 165.950 34.420 0.000000 169.680 34.490 0.000000 172.620 34.690 0.000000 175.670 34.960 0.000000 179.400 35.740 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 832 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 183.120 36.190 0.000000 189.450 36.520 0.000000 192.050 36.460 0.000000 203.230 36.540 0.000000 207.530 36.510 0.000000 215.430 36.740 0.000000 219.270 36.750 0.000000 223.230 36.830 0.000000 227.070 36.750 0.000000 231.020 36.720 0.000000 234.860 36.480 0.000000 238.930 36.200 0.000000 242.660 35.510 0.000000 246.390 34.690 0.000000 250.910 34.130 0.000000 255.090 33.840 0.000000 264.350 33.610 0.000000 268.080 33.730 0.000000 271.810 33.800 0.000000 275.530 33.810 0.000000 280.280 33.770 0.000000 287.730 33.560 0.000000 295.870 33.610 0.000000 299.940 33.590 0.000000 304.120 33.500 0.000000 308.180 33.360 0.000000 312.360 33.290 0.000000 318.580 33.300 0.000000 326.940 33.500 0.000000 331.120 33.470 0.000000 334.730 33.390 0.000000 338.460 33.370 0.000000 342.300 33.410 0.000000 346.930 33.320 0.000000 350.660 33.200 0.000000 354.390 32.980 0.000000 358.110 32.620 0.000000 362.180 32.760 0.000000 366.250 32.780 0.000000 370.880 32.690 0.000000 375.510 32.640 0.000000 380.030 32.810 0.000000 384.660 32.840 0.000000 387.940 32.890 0.000000 405.560 32.650 0.000000 409.290 32.640 0.000000 417.540 32.700 0.000000 421.270 32.600 0.000000 425.110 32.520 0.000000 427.700 32.520 0.000000 430.420 32.600 0.000000 436.740 32.610 0.000000 441.830 32.560 0.000000 448.380 32.430 0.000000 451.990 32.390 0.000000 455.720 32.420 0.000000 477.300 31.960 0.000000 495.710 31.660 0.000000 504.860 31.550 0.000000 513.220 31.550 0.000000 519.660 31.590 0.000000 523.730 31.410 0.000000 527.910 31.120 0.000000 531.070 31.090 0.000000 536.720 31.080 0.000000 539.320 31.020 0.000000 546.890 30.990 0.000000 550.840 29.440 0.000000 554.910 26.660 0.000000 558.640 25.270 0.000000 562.360 24.900 0.000000 566.880 25.030 0.000000 570.610 25.090 0.000000 582.020 25.150 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 833 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 584.850 25.150 0.000000 610.260 24.940 0.000000 618.620 24.890 0.000000 624.160 24.890 0.000000 627.320 24.860 0.000000 630.370 24.800 0.000000 635.570 24.570 0.000000 639.980 24.310 0.000000 644.490 23.940 0.000000 652.290 23.160 0.000000 655.000 22.940 0.000000 657.820 22.570 0.000000 662.680 21.850 0.000000 672.400 21.350 0.000000 677.370 21.250 0.000000 682.230 21.080 0.000000 687.080 20.950 0.000000 695.560 20.960 0.000000 703.350 21.200 0.000000 707.080 21.220 0.000000 710.920 21.020 0.000000 714.870 20.640 0.000000 718.830 20.340 0.000000 730.010 20.050 0.000000 742.440 19.620 0.000000 747.300 19.490 0.000000 751.020 19.430 0.000000 754.870 19.390 0.000000 759.270 19.400 0.000000 766.840 19.500 0.000000 771.250 19.630 0.000000 773.840 19.680 0.000000 778.700 19.680 0.000000 783.220 19.630 0.000000 787.400 19.430 0.000000 791.690 19.350 0.000000 795.080 19.320 0.000000 797.790 19.330 0.000000 800.390 19.390 0.000000 805.360 19.290 0.000000 815.300 19.190 0.000000 820.160 19.410 0.000000 825.130 19.270 0.000000 830.100 19.200 0.000000 839.930 19.480 0.000000 844.900 19.520 0.000000 849.870 19.410 0.000000 854.840 19.330 0.000000 859.700 19.350 0.000000 864.670 19.480 0.000000 874.610 19.450 0.000000 879.580 19.380 0.000000 882.750 19.390 0.000000 885.910 19.480 0.000000 892.460 19.440 0.000000 897.430 19.300 0.000000 902.400 19.270 0.000000 907.380 19.360 0.000000 913.360 19.550 0.000000 920.710 19.470 0.000000 934.830 19.460 0.000000 939.570 19.570 0.000000 944.200 19.720 0.000000 948.950 19.790 0.000000 951.660 19.860 0.000000 954.370 19.850 0.000000 960.580 20.000 0.000000 967.140 20.120 0.000000 970.070 20.230 0.000000 973.010 20.280 0.000000 977.980 20.460 0.000000 982.950 20.510 0.000000 987.810 20.580 0.000000 991.090 20.760 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 834 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 994.470 20.850 0.000000 998.200 21.060 0.000000 1001.930 21.370 0.000000 1009.730 21.860 0.000000 1013.000 22.010 0.000000 1025.200 22.780 0.000000 1029.380 23.130 0.000000 1033.560 23.580 0.000000 1038.310 23.810 0.000000 1041.470 23.850 0.000000 1047.460 24.000 0.000000 1056.380 24.490 0.000000 1059.090 24.460 0.000000 1069.490 25.090 0.000000 1073.780 25.430 0.000000 1078.190 25.720 0.000000 1082.480 25.930 0.000000 1091.180 26.440 0.000000 1095.470 26.560 0.000000 1100.210 26.870 0.000000 1105.070 27.230 0.000000 1114.670 27.630 0.000000 1119.530 27.930 0.000000 1122.920 28.210 0.000000 1126.310 28.510 0.000000 1129.700 28.900 0.000000 --------------------------------------------------------------------- Name: XA1055B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.180 0.000000 4.960 34.070 0.000000 9.910 33.920 0.000000 24.780 33.640 0.000000 29.730 33.470 0.000000 34.690 33.180 0.000000 44.600 32.740 0.000000 54.610 32.200 0.000000 99.210 30.100 0.000000 104.160 29.900 0.000000 109.120 29.660 0.000000 114.070 29.500 0.000000 119.030 29.240 0.000000 123.980 29.100 0.000000 133.890 28.640 0.000000 148.860 28.100 0.000000 153.820 27.840 0.000000 158.770 27.640 0.000000 163.730 27.390 0.000000 173.640 26.850 0.000000 178.600 26.540 0.000000 183.550 26.330 0.000000 188.290 26.000 0.000000 197.890 25.480 0.000000 202.740 25.190 0.000000 212.330 24.750 0.000000 217.080 24.460 0.000000 231.410 23.870 0.000000 241.010 23.450 0.000000 245.960 23.270 0.000000 251.020 23.120 0.000000 255.980 23.020 0.000000 260.930 22.890 0.000000 265.890 22.700 0.000000 270.840 22.630 0.000000 280.860 22.370 0.000000 285.820 22.290 0.000000 295.730 21.970 0.000000 300.680 21.860 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 835 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 305.640 21.650 0.000000 315.650 21.460 0.000000 320.610 21.330 0.000000 325.560 21.240 0.000000 330.520 21.110 0.000000 340.530 20.900 0.000000 345.490 20.750 0.000000 350.440 20.640 0.000000 355.400 20.490 0.000000 360.350 20.300 0.000000 370.370 20.070 0.000000 390.190 19.450 0.000000 395.250 19.410 0.000000 400.200 19.340 0.000000 405.160 19.130 0.000000 415.070 18.910 0.000000 420.030 18.760 0.000000 425.090 18.660 0.000000 430.040 18.520 0.000000 439.950 18.320 0.000000 444.910 18.170 0.000000 454.920 18.010 0.000000 459.880 17.880 0.000000 469.790 17.920 0.000000 474.740 17.750 0.000000 479.700 17.470 0.000000 484.760 17.120 0.000000 489.710 16.570 0.000000 494.670 15.870 0.000000 499.620 15.250 0.000000 504.580 14.830 0.000000 509.530 14.510 0.000000 524.500 13.680 0.000000 529.460 13.620 0.000000 539.370 14.060 0.000000 543.270 14.120 0.000000 547.490 14.040 0.000000 550.970 13.900 0.000000 554.550 13.840 0.000000 558.140 13.850 0.000000 562.350 13.720 0.000000 565.520 13.660 0.000000 568.570 13.820 0.000000 573.000 13.610 0.000000 577.530 13.590 0.000000 581.960 13.490 0.000000 586.390 13.310 0.000000 595.350 13.220 0.000000 599.780 13.540 0.000000 604.210 13.700 0.000000 608.210 13.650 0.000000 612.220 13.730 0.000000 616.230 13.660 0.000000 620.230 13.450 0.000000 625.290 13.520 0.000000 630.250 13.510 0.000000 635.200 13.810 0.000000 640.260 13.580 0.000000 645.220 13.540 0.000000 650.280 13.820 0.000000 655.240 13.530 0.000000 660.190 13.490 0.000000 665.250 13.740 0.000000 668.520 13.840 0.000000 676.740 13.560 0.000000 681.700 13.600 0.000000 686.650 13.700 0.000000 691.610 13.680 0.000000 696.560 13.470 0.000000 701.520 13.530 0.000000 706.580 13.750 0.000000 711.530 13.530 0.000000 715.010 13.600 0.000000 718.600 13.640 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 836 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 722.290 13.830 0.000000 726.080 13.840 0.000000 729.880 13.650 0.000000 734.200 13.680 0.000000 738.420 14.290 0.000000 742.740 14.460 0.000000 747.060 14.290 0.000000 751.390 14.160 0.000000 755.710 14.160 0.000000 764.670 13.960 0.000000 769.410 14.370 0.000000 776.790 14.350 0.000000 785.860 14.220 0.000000 790.080 14.430 0.000000 794.290 14.580 0.000000 798.510 14.120 0.000000 802.620 13.600 0.000000 806.100 13.630 0.000000 809.580 13.720 0.000000 817.170 13.570 0.000000 821.280 13.520 0.000000 826.240 13.620 0.000000 831.190 13.610 0.000000 836.250 13.690 0.000000 841.210 13.740 0.000000 846.270 14.140 0.000000 851.230 14.360 0.000000 861.240 14.450 0.000000 866.200 14.450 0.000000 871.150 14.620 0.000000 876.210 14.740 0.000000 886.120 14.800 0.000000 891.180 14.920 0.000000 895.290 15.040 0.000000 899.510 15.270 0.000000 903.620 15.710 0.000000 907.950 16.070 0.000000 912.270 16.210 0.000000 916.590 16.440 0.000000 920.910 17.090 0.000000 925.240 17.190 0.000000 934.510 17.660 0.000000 948.220 18.170 0.000000 952.860 18.300 0.000000 957.390 18.400 0.000000 981.320 18.750 0.000000 990.810 18.970 0.000000 1000.410 19.220 0.000000 1005.260 19.200 0.000000 1010.210 19.480 0.000000 1015.060 20.210 0.000000 1020.020 20.680 0.000000 1024.870 20.900 0.000000 1034.670 21.260 0.000000 1039.630 21.380 0.000000 1044.480 21.480 0.000000 1054.280 21.590 0.000000 --------------------------------------------------------------------- Name: XA1060B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.180 0.000000 5.040 34.100 0.000000 9.990 33.940 0.000000 15.020 33.910 0.000000 25.010 33.750 0.000000 33.620 33.850 0.000000 40.860 33.680 0.000000 45.250 33.630 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 837 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.770 33.370 0.000000 56.520 33.280 0.000000 60.280 33.270 0.000000 64.030 33.450 0.000000 67.790 33.500 0.000000 72.740 33.390 0.000000 77.590 33.430 0.000000 82.540 33.310 0.000000 87.490 33.250 0.000000 96.460 33.190 0.000000 100.220 33.130 0.000000 103.980 33.150 0.000000 107.730 33.060 0.000000 112.680 32.900 0.000000 117.630 32.850 0.000000 127.340 32.680 0.000000 140.530 32.660 0.000000 148.310 32.220 0.000000 152.530 32.140 0.000000 156.740 32.110 0.000000 160.770 32.010 0.000000 163.890 31.770 0.000000 167.000 31.610 0.000000 171.400 31.490 0.000000 178.000 31.160 0.000000 180.650 31.120 0.000000 183.400 30.980 0.000000 191.190 30.210 0.000000 195.040 29.910 0.000000 198.970 29.720 0.000000 203.010 29.600 0.000000 207.130 29.420 0.000000 216.840 28.940 0.000000 221.690 28.570 0.000000 226.550 28.230 0.000000 231.310 27.960 0.000000 236.170 27.610 0.000000 241.020 27.170 0.000000 245.880 26.660 0.000000 250.730 26.230 0.000000 260.440 25.430 0.000000 265.210 25.070 0.000000 270.060 24.740 0.000000 274.920 24.500 0.000000 279.770 24.330 0.000000 284.630 24.050 0.000000 289.480 24.200 0.000000 294.340 24.100 0.000000 303.960 23.560 0.000000 308.810 23.250 0.000000 312.390 23.110 0.000000 315.960 23.040 0.000000 322.740 23.030 0.000000 325.850 22.970 0.000000 328.970 22.880 0.000000 333.270 22.840 0.000000 337.580 23.030 0.000000 340.330 23.310 0.000000 343.080 23.520 0.000000 346.740 23.860 0.000000 352.880 24.250 0.000000 355.440 24.080 0.000000 358.740 23.610 0.000000 362.680 22.920 0.000000 366.800 22.460 0.000000 370.560 22.360 0.000000 374.410 22.410 0.000000 378.250 22.490 0.000000 382.100 22.530 0.000000 390.160 22.330 0.000000 394.010 22.280 0.000000 398.040 22.300 0.000000 401.800 22.410 0.000000 405.550 22.480 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 838 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 409.770 22.290 0.000000 414.070 22.250 0.000000 423.050 22.270 0.000000 432.300 22.360 0.000000 446.960 22.070 0.000000 461.340 21.660 0.000000 470.690 21.340 0.000000 484.700 20.790 0.000000 493.590 20.140 0.000000 497.710 20.120 0.000000 501.830 20.340 0.000000 506.050 20.480 0.000000 512.370 20.200 0.000000 516.400 20.080 0.000000 520.340 19.980 0.000000 524.190 19.910 0.000000 531.970 19.810 0.000000 539.760 19.760 0.000000 551.490 19.570 0.000000 563.950 19.530 0.000000 567.980 19.480 0.000000 571.910 19.350 0.000000 575.760 19.160 0.000000 579.700 18.820 0.000000 583.640 18.370 0.000000 587.490 17.850 0.000000 591.430 17.510 0.000000 595.460 17.230 0.000000 599.670 17.030 0.000000 603.980 16.940 0.000000 607.920 16.960 0.000000 611.860 16.920 0.000000 619.000 16.890 0.000000 623.310 16.800 0.000000 635.490 16.680 0.000000 639.610 16.580 0.000000 643.830 16.660 0.000000 648.040 16.590 0.000000 651.430 16.470 0.000000 655.280 16.380 0.000000 659.310 16.240 0.000000 666.820 16.070 0.000000 670.120 16.060 0.000000 678.360 15.540 0.000000 683.310 15.190 0.000000 688.170 14.970 0.000000 693.210 14.540 0.000000 696.960 14.400 0.000000 705.110 14.050 0.000000 712.630 13.880 0.000000 717.210 13.860 0.000000 721.510 13.890 0.000000 725.820 13.960 0.000000 730.120 14.070 0.000000 734.340 14.210 0.000000 739.010 14.430 0.000000 743.680 14.720 0.000000 748.350 15.130 0.000000 753.030 15.670 0.000000 757.700 16.340 0.000000 762.370 16.800 0.000000 766.490 17.020 0.000000 770.610 17.180 0.000000 774.550 17.320 0.000000 783.170 17.480 0.000000 786.920 17.480 0.000000 790.950 17.410 0.000000 794.250 17.450 0.000000 801.580 17.740 0.000000 804.420 17.710 0.000000 807.530 17.750 0.000000 813.210 17.920 0.000000 815.870 17.910 0.000000 824.110 18.380 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 839 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 828.330 18.520 0.000000 832.450 18.610 0.000000 836.120 18.740 0.000000 843.350 19.020 0.000000 847.110 19.190 0.000000 850.770 19.400 0.000000 857.460 19.850 0.000000 864.240 20.000 0.000000 868.000 20.150 0.000000 872.030 20.480 0.000000 879.810 20.950 0.000000 883.660 21.120 0.000000 891.450 21.300 0.000000 899.230 21.420 0.000000 916.090 21.590 0.000000 --------------------------------------------------------------------- Name: XA1070B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 27.610 0.000000 4.510 27.590 0.000000 12.460 27.590 0.000000 20.040 27.460 0.000000 24.010 27.450 0.000000 27.260 27.410 0.000000 34.480 27.270 0.000000 38.990 27.240 0.000000 43.690 27.250 0.000000 53.080 27.210 0.000000 56.510 27.220 0.000000 59.760 27.310 0.000000 63.190 27.350 0.000000 66.800 27.300 0.000000 79.430 27.220 0.000000 91.350 27.230 0.000000 95.140 27.200 0.000000 100.010 27.110 0.000000 104.170 27.090 0.000000 120.050 27.160 0.000000 128.180 27.170 0.000000 131.970 27.270 0.000000 135.760 27.410 0.000000 138.830 27.380 0.000000 142.080 27.180 0.000000 145.330 27.150 0.000000 148.580 27.090 0.000000 154.720 27.090 0.000000 159.590 27.120 0.000000 169.520 27.060 0.000000 173.490 26.970 0.000000 181.430 27.050 0.000000 185.950 26.990 0.000000 190.460 26.970 0.000000 194.970 26.880 0.000000 199.490 26.690 0.000000 206.710 26.560 0.000000 218.440 26.480 0.000000 226.210 26.510 0.000000 230.360 26.460 0.000000 242.820 26.080 0.000000 246.790 26.130 0.000000 250.760 26.220 0.000000 254.730 26.350 0.000000 259.060 26.440 0.000000 267.370 26.570 0.000000 271.700 26.600 0.000000 275.130 26.430 0.000000 279.640 26.300 0.000000 282.890 26.320 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 840 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 287.050 26.420 0.000000 290.660 26.430 0.000000 297.520 26.320 0.000000 300.410 26.110 0.000000 304.740 25.840 0.000000 309.070 25.670 0.000000 313.220 25.600 0.000000 317.560 25.590 0.000000 321.890 25.640 0.000000 326.220 25.790 0.000000 333.800 26.260 0.000000 337.590 26.330 0.000000 341.750 26.200 0.000000 345.720 25.990 0.000000 349.690 25.920 0.000000 357.810 25.940 0.000000 364.860 25.860 0.000000 369.010 25.760 0.000000 386.700 25.130 0.000000 389.950 25.040 0.000000 393.020 24.970 0.000000 402.770 24.880 0.000000 410.530 24.480 0.000000 414.320 24.170 0.000000 418.110 23.990 0.000000 425.870 23.800 0.000000 429.850 23.660 0.000000 434.000 23.580 0.000000 437.790 23.420 0.000000 445.550 23.190 0.000000 453.320 23.030 0.000000 457.650 22.750 0.000000 461.800 22.630 0.000000 465.950 22.590 0.000000 470.290 22.630 0.000000 472.990 22.740 0.000000 475.700 22.410 0.000000 478.590 21.990 0.000000 481.480 21.680 0.000000 486.350 21.400 0.000000 491.050 21.270 0.000000 499.530 21.240 0.000000 507.110 21.290 0.000000 510.360 21.210 0.000000 514.160 21.190 0.000000 517.950 21.190 0.000000 525.890 21.360 0.000000 529.680 21.550 0.000000 533.110 21.670 0.000000 540.510 21.970 0.000000 544.300 22.280 0.000000 548.640 22.530 0.000000 557.660 22.770 0.000000 562.000 22.950 0.000000 566.510 23.240 0.000000 571.020 23.420 0.000000 576.800 23.590 0.000000 580.590 23.760 0.000000 585.280 23.890 0.000000 589.980 24.140 0.000000 594.670 24.190 0.000000 598.820 24.400 0.000000 602.440 24.290 0.000000 606.050 24.290 0.000000 609.480 24.340 0.000000 612.910 24.430 0.000000 616.880 24.500 0.000000 621.210 24.540 0.000000 630.240 24.980 0.000000 634.750 25.020 0.000000 637.100 24.940 0.000000 641.250 24.880 0.000000 645.400 24.930 0.000000 649.730 25.080 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 841 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 653.350 25.240 0.000000 661.830 25.900 0.000000 665.260 26.130 0.000000 669.050 26.340 0.000000 672.840 26.330 0.000000 677.720 25.890 0.000000 682.590 25.830 0.000000 687.290 25.950 0.000000 692.160 26.130 0.000000 697.030 26.270 0.000000 701.910 26.460 0.000000 706.600 26.710 0.000000 711.480 26.940 0.000000 716.350 27.110 0.000000 721.230 27.340 0.000000 725.920 27.650 0.000000 730.790 28.010 0.000000 735.670 28.770 0.000000 740.000 29.820 0.000000 744.510 30.370 0.000000 749.390 31.260 0.000000 752.820 31.620 0.000000 756.070 31.740 0.000000 759.320 31.890 0.000000 763.650 31.960 0.000000 767.800 32.100 0.000000 772.320 32.170 0.000000 784.410 32.230 0.000000 787.480 32.280 0.000000 790.730 32.360 0.000000 793.620 32.360 0.000000 796.690 32.330 0.000000 803.190 32.380 0.000000 806.260 32.350 0.000000 815.280 32.350 0.000000 819.070 32.420 0.000000 823.050 32.410 0.000000 827.200 32.330 0.000000 831.530 32.380 0.000000 835.680 32.490 0.000000 838.390 32.500 0.000000 845.610 32.450 0.000000 853.370 32.300 0.000000 857.890 32.420 0.000000 862.580 32.500 0.000000 869.980 32.530 0.000000 877.390 32.360 0.000000 881.180 32.390 0.000000 886.050 32.390 0.000000 890.380 32.460 0.000000 898.690 32.480 0.000000 902.480 32.520 0.000000 906.630 32.590 0.000000 909.880 32.690 0.000000 914.210 32.720 0.000000 918.550 32.710 0.000000 924.320 32.780 0.000000 939.130 32.840 0.000000 949.600 32.930 0.000000 952.310 32.920 0.000000 959.350 32.960 0.000000 975.410 32.910 0.000000 981.550 32.940 0.000000 983.900 32.900 0.000000 995.090 33.020 0.000000 1000.870 33.050 0.000000 1003.760 33.120 0.000000 1007.550 33.260 0.000000 1011.340 33.500 0.000000 1015.130 33.840 0.000000 1018.920 34.290 0.000000 1022.710 34.650 0.000000 1026.320 34.820 0.000000 1029.940 34.880 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 842 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1034.810 34.900 0.000000 1039.680 34.970 0.000000 1044.740 35.110 0.000000 1052.680 35.070 0.000000 1056.290 35.080 0.000000 1060.080 35.120 0.000000 1067.850 35.270 0.000000 1071.820 35.230 0.000000 1085.720 35.310 0.000000 1090.410 35.380 0.000000 1096.370 35.400 0.000000 1101.060 35.450 0.000000 1105.940 35.530 0.000000 1110.810 35.670 0.000000 1114.240 35.660 0.000000 1117.850 35.630 0.000000 1125.980 35.930 0.000000 1130.670 35.890 0.000000 1135.190 35.900 0.000000 1139.880 35.970 0.000000 1149.270 36.030 0.000000 1153.780 36.090 0.000000 1158.470 36.100 0.000000 1163.170 36.210 0.000000 1167.680 36.190 0.000000 1177.070 36.280 0.000000 1199.820 36.410 0.000000 1211.010 36.910 0.000000 1215.520 36.920 0.000000 1219.670 37.120 0.000000 1223.830 37.370 0.000000 1227.980 37.530 0.000000 1239.350 37.700 0.000000 1248.740 37.730 0.000000 1255.960 37.600 0.000000 1260.290 37.500 0.000000 1264.450 37.370 0.000000 1268.600 37.290 0.000000 1272.930 37.340 0.000000 1276.720 37.270 0.000000 1280.690 37.240 0.000000 1284.120 37.290 0.000000 1287.920 37.430 0.000000 1291.890 37.600 0.000000 1299.650 37.680 0.000000 1303.980 37.550 0.000000 1308.680 37.640 0.000000 1313.550 37.760 0.000000 1318.430 37.790 0.000000 1326.190 37.980 0.000000 1328.720 38.010 0.000000 1333.410 38.010 0.000000 1337.380 37.950 0.000000 1341.350 37.940 0.000000 1345.140 37.790 0.000000 1348.940 37.780 0.000000 1352.730 37.870 0.000000 1357.600 38.080 0.000000 1361.210 38.170 0.000000 1369.340 38.050 0.000000 1379.630 37.980 0.000000 1382.330 38.010 0.000000 1388.110 37.990 0.000000 1394.070 38.000 0.000000 1403.090 38.060 0.000000 1405.440 38.150 0.000000 1409.230 38.140 0.000000 1415.730 38.020 0.000000 1422.770 38.010 0.000000 1427.650 37.920 0.000000 1432.700 37.920 0.000000 1437.580 38.060 0.000000 1440.280 38.170 0.000000 1447.140 38.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 843 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1455.270 38.170 0.000000 1463.570 38.190 0.000000 1468.090 38.150 0.000000 1472.420 38.210 0.000000 1475.490 38.210 0.000000 1479.280 38.270 0.000000 1483.250 38.400 0.000000 1489.750 38.490 0.000000 1497.690 38.720 0.000000 1505.280 38.690 0.000000 1517.190 38.860 0.000000 1521.160 38.820 0.000000 1525.130 38.710 0.000000 1532.720 38.420 0.000000 1536.870 38.400 0.000000 1544.990 38.640 0.000000 1553.480 38.670 0.000000 1570.810 38.910 0.000000 1575.320 38.870 0.000000 1579.840 38.880 0.000000 1584.170 38.930 0.000000 1595.180 39.250 0.000000 1602.760 39.390 0.000000 1611.430 39.380 0.000000 1625.150 39.220 0.000000 1634.000 39.170 0.000000 1638.330 39.160 0.000000 1643.200 39.200 0.000000 1654.400 39.340 0.000000 1661.440 39.350 0.000000 1665.590 39.280 0.000000 1669.740 39.250 0.000000 1673.890 39.330 0.000000 1678.040 39.500 0.000000 1682.740 39.610 0.000000 1685.990 39.730 0.000000 1688.880 39.780 0.000000 1691.770 39.720 0.000000 1695.560 39.680 0.000000 1708.010 39.730 0.000000 1712.170 39.690 0.000000 1719.570 39.540 0.000000 1722.820 39.490 0.000000 1731.300 39.400 0.000000 1741.410 39.340 0.000000 1747.730 39.380 0.000000 1750.260 39.430 0.000000 1752.790 39.370 0.000000 1761.090 39.430 0.000000 1769.570 39.520 0.000000 1780.230 39.720 0.000000 1788.710 39.740 0.000000 1792.680 39.740 0.000000 1796.830 39.680 0.000000 1805.320 39.490 0.000000 --------------------------------------------------------------------- Name: XA1080B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 29.960 0.000000 4.500 29.870 0.000000 12.010 29.410 0.000000 16.010 29.150 0.000000 32.390 27.900 0.000000 36.960 27.450 0.000000 41.460 26.970 0.000000 45.110 26.700 0.000000 48.690 26.330 0.000000 52.330 26.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 844 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 56.550 25.640 0.000000 60.700 25.160 0.000000 64.840 24.760 0.000000 69.630 24.450 0.000000 74.420 23.850 0.000000 79.280 23.510 0.000000 84.070 23.020 0.000000 88.930 22.440 0.000000 93.720 21.930 0.000000 105.810 20.550 0.000000 114.030 19.840 0.000000 118.530 19.480 0.000000 123.110 19.170 0.000000 127.680 18.960 0.000000 132.260 18.820 0.000000 136.830 18.620 0.000000 141.340 18.330 0.000000 150.490 18.070 0.000000 244.140 18.030 0.000000 248.570 17.850 0.000000 253.010 17.760 0.000000 257.510 18.190 0.000000 261.940 18.650 0.000000 271.520 18.920 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22.820 0.000000 491.720 22.930 0.000000 494.220 22.910 0.000000 497.930 23.230 0.000000 501.650 23.490 0.000000 505.370 23.620 0.000000 509.800 23.710 0.000000 512.950 23.730 0.000000 517.520 23.810 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 845 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 521.240 23.850 0.000000 527.680 23.840 0.000000 530.320 23.880 0.000000 537.760 24.090 0.000000 542.190 24.180 0.000000 549.620 24.210 0.000000 554.060 24.320 0.000000 558.270 24.490 0.000000 562.490 24.620 0.000000 573.500 24.910 0.000000 578.000 25.090 0.000000 591.090 25.390 0.000000 593.800 25.410 0.000000 596.880 25.520 0.000000 599.950 25.650 0.000000 604.600 25.740 0.000000 609.320 25.920 0.000000 617.540 26.090 0.000000 629.340 26.470 0.000000 637.490 26.410 0.000000 640.850 26.530 0.000000 648.710 26.660 0.000000 657.220 26.890 0.000000 664.940 27.050 0.000000 668.230 27.090 0.000000 672.660 27.210 0.000000 676.810 27.250 0.000000 685.170 27.240 0.000000 692.320 27.430 0.000000 695.820 27.480 0.000000 700.610 27.480 0.000000 710.120 27.610 0.000000 714.910 27.610 0.000000 --------------------------------------------------------------------- Name: XA1090B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 31.800 0.000000 2.720 31.810 0.000000 5.430 31.770 0.000000 9.440 31.750 0.000000 17.350 31.270 0.000000 21.240 31.130 0.000000 25.140 30.960 0.000000 29.020 30.820 0.000000 32.270 30.800 0.000000 36.590 30.690 0.000000 40.320 30.680 0.000000 44.060 30.620 0.000000 55.850 30.620 0.000000 63.910 30.570 0.000000 67.650 30.530 0.000000 71.970 30.430 0.000000 79.610 30.380 0.000000 82.490 30.390 0.000000 88.500 30.330 0.000000 92.150 30.210 0.000000 95.790 30.210 0.000000 99.440 30.260 0.000000 105.840 30.130 0.000000 114.420 30.060 0.000000 119.220 29.980 0.000000 124.010 29.830 0.000000 128.310 29.870 0.000000 132.620 29.870 0.000000 137.340 29.940 0.000000 146.850 29.890 0.000000 151.670 29.920 0.000000 156.460 29.920 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 846 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 166.070 30.000 0.000000 170.550 29.940 0.000000 182.290 29.960 0.000000 --------------------------------------------------------------------- Name: XA1100B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.560 0.000000 8.640 34.680 0.000000 12.580 34.580 0.000000 16.470 34.570 0.000000 20.350 34.460 0.000000 24.020 34.500 0.000000 27.700 34.500 0.000000 32.340 34.440 0.000000 36.600 34.520 0.000000 40.870 34.530 0.000000 48.640 34.420 0.000000 61.440 34.360 0.000000 74.830 34.390 0.000000 85.730 34.320 0.000000 90.210 34.320 0.000000 94.750 34.290 0.000000 103.710 34.460 0.000000 108.190 34.420 0.000000 111.540 34.300 0.000000 115.420 34.210 0.000000 123.140 34.230 0.000000 126.980 34.190 0.000000 131.460 34.180 0.000000 135.290 34.050 0.000000 139.180 34.020 0.000000 146.630 34.010 0.000000 150.790 33.960 0.000000 158.180 33.990 0.000000 162.180 33.950 0.000000 166.230 33.860 0.000000 170.270 33.820 0.000000 176.590 33.930 0.000000 187.500 33.940 0.000000 195.430 33.890 0.000000 202.880 33.920 0.000000 215.730 33.910 0.000000 219.730 33.930 0.000000 227.450 34.130 0.000000 232.410 33.980 0.000000 237.430 33.800 0.000000 245.530 33.800 0.000000 252.930 33.640 0.000000 257.140 33.590 0.000000 264.970 33.790 0.000000 272.530 33.860 0.000000 276.360 33.860 0.000000 280.250 33.900 0.000000 289.910 33.760 0.000000 296.440 33.780 0.000000 308.860 34.160 0.000000 312.150 34.170 0.000000 316.470 34.010 0.000000 320.740 33.780 0.000000 324.520 33.720 0.000000 328.290 33.740 0.000000 332.400 33.930 0.000000 336.880 34.020 0.000000 347.730 33.960 0.000000 351.460 34.060 0.000000 354.050 34.010 0.000000 356.690 34.000 0.000000 361.330 33.940 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 847 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 365.550 33.710 0.000000 369.760 33.700 0.000000 373.970 33.900 0.000000 378.230 34.040 0.000000 381.420 33.980 0.000000 384.600 33.800 0.000000 387.300 33.580 0.000000 390.000 33.490 0.000000 394.590 33.580 0.000000 399.180 33.510 0.000000 408.360 33.510 0.000000 418.180 33.440 0.000000 421.850 33.470 0.000000 425.530 33.450 0.000000 429.790 33.480 0.000000 438.860 33.450 0.000000 453.490 33.450 0.000000 462.130 33.570 0.000000 465.960 33.530 0.000000 469.740 33.420 0.000000 473.900 33.480 0.000000 482.210 33.660 0.000000 491.230 33.780 0.000000 498.620 33.940 0.000000 504.020 34.000 0.000000 510.230 34.130 0.000000 512.710 34.140 0.000000 515.250 34.110 0.000000 523.570 34.260 0.000000 527.670 34.390 0.000000 531.830 34.590 0.000000 535.660 34.680 0.000000 539.870 34.950 0.000000 --------------------------------------------------------------------- Name: XA1110B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 39.740 0.000000 4.120 39.410 0.000000 8.320 39.010 0.000000 20.750 38.450 0.000000 24.880 38.210 0.000000 28.930 38.020 0.000000 32.980 37.920 0.000000 37.040 37.880 0.000000 41.090 37.930 0.000000 45.140 38.060 0.000000 48.570 38.260 0.000000 52.410 38.400 0.000000 60.240 38.590 0.000000 64.080 38.920 0.000000 67.920 39.490 0.000000 72.120 39.790 0.000000 75.750 39.250 0.000000 80.220 38.690 0.000000 87.490 38.100 0.000000 90.210 37.570 0.000000 94.200 37.360 0.000000 98.250 36.660 0.000000 102.650 36.150 0.000000 107.120 35.880 0.000000 111.530 35.540 0.000000 116.000 35.150 0.000000 120.400 35.060 0.000000 124.310 35.020 0.000000 127.040 34.920 0.000000 131.230 34.630 0.000000 135.430 34.260 0.000000 139.410 34.030 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 848 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 142.550 33.870 0.000000 146.400 33.760 0.000000 150.870 33.520 0.000000 154.220 33.380 0.000000 158.490 33.130 0.000000 162.820 33.030 0.000000 170.430 32.400 0.000000 177.840 32.100 0.000000 182.380 31.800 0.000000 186.930 31.530 0.000000 191.540 31.370 0.000000 199.430 30.950 0.000000 203.630 30.780 0.000000 211.800 30.590 0.000000 219.630 30.310 0.000000 223.050 30.210 0.000000 227.740 30.150 0.000000 241.220 30.200 0.000000 245.350 30.000 0.000000 247.860 29.960 0.000000 252.190 30.210 0.000000 256.530 30.210 0.000000 278.190 30.450 0.000000 285.670 30.610 0.000000 297.680 30.780 0.000000 301.460 30.860 0.000000 309.350 30.960 0.000000 317.670 31.020 0.000000 321.860 31.030 0.000000 325.220 31.060 0.000000 332.970 31.050 0.000000 340.870 31.000 0.000000 353.240 31.000 0.000000 360.230 30.950 0.000000 367.210 30.960 0.000000 375.530 30.930 0.000000 379.440 30.970 0.000000 387.830 30.920 0.000000 397.260 30.940 0.000000 400.970 30.880 0.000000 408.300 30.890 0.000000 410.890 30.870 0.000000 424.650 30.930 0.000000 432.970 30.920 0.000000 437.440 30.890 0.000000 444.780 30.870 0.000000 449.250 30.920 0.000000 461.200 30.970 0.000000 469.380 31.100 0.000000 478.180 31.090 0.000000 490.200 31.110 0.000000 493.350 31.150 0.000000 496.700 31.250 0.000000 500.050 31.200 0.000000 512.980 31.170 0.000000 521.650 31.200 0.000000 525.980 31.180 0.000000 534.360 31.280 0.000000 537.860 31.260 0.000000 541.280 31.190 0.000000 552.250 31.300 0.000000 557.150 31.280 0.000000 562.040 31.170 0.000000 566.930 31.150 0.000000 576.710 31.060 0.000000 581.600 31.080 0.000000 586.150 31.040 0.000000 590.690 30.920 0.000000 595.230 30.900 0.000000 604.590 30.930 0.000000 612.840 30.860 0.000000 625.560 30.860 0.000000 638.070 30.900 0.000000 642.960 30.860 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 849 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 649.250 30.880 0.000000 651.480 30.850 0.000000 657.280 30.920 0.000000 668.530 30.820 0.000000 678.870 30.940 0.000000 682.790 31.070 0.000000 686.630 31.230 0.000000 694.530 31.730 0.000000 698.790 31.800 0.000000 --------------------------------------------------------------------- Name: XA1120B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 33.860 0.000000 4.180 33.600 0.000000 13.270 32.990 0.000000 16.970 32.670 0.000000 20.670 32.420 0.000000 25.420 32.320 0.000000 37.810 31.620 0.000000 48.990 31.330 0.000000 52.130 31.320 0.000000 58.560 31.210 0.000000 62.260 31.240 0.000000 65.880 31.300 0.000000 69.580 31.320 0.000000 74.250 31.180 0.000000 78.030 31.130 0.000000 81.730 31.110 0.000000 84.390 31.110 0.000000 88.170 31.150 0.000000 92.590 31.250 0.000000 101.360 31.240 0.000000 105.790 31.300 0.000000 110.210 31.580 0.000000 114.390 31.810 0.000000 116.890 31.810 0.000000 119.140 31.850 0.000000 127.180 31.860 0.000000 132.090 31.980 0.000000 141.900 32.410 0.000000 146.890 32.670 0.000000 151.800 32.860 0.000000 156.710 32.800 0.000000 166.520 33.170 0.000000 171.430 33.360 0.000000 181.240 33.950 0.000000 184.940 34.060 0.000000 192.340 34.230 0.000000 198.860 34.430 0.000000 201.510 34.540 0.000000 205.050 34.730 0.000000 211.810 35.130 0.000000 215.190 35.240 0.000000 218.570 35.310 0.000000 226.770 35.310 0.000000 231.680 35.260 0.000000 236.590 35.110 0.000000 241.420 35.050 0.000000 251.150 35.040 0.000000 260.960 35.170 0.000000 265.790 35.300 0.000000 270.700 35.330 0.000000 275.600 35.290 0.000000 280.430 35.170 0.000000 285.340 35.120 0.000000 290.170 35.000 0.000000 295.070 34.950 0.000000 299.980 34.470 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 850 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 304.810 34.270 0.000000 314.620 34.130 0.000000 319.450 34.040 0.000000 324.430 33.800 0.000000 335.940 33.450 0.000000 343.660 33.120 0.000000 347.520 33.110 0.000000 364.660 32.970 0.000000 372.540 32.880 0.000000 376.480 32.870 0.000000 380.500 32.990 0.000000 387.910 33.330 0.000000 391.610 33.400 0.000000 395.470 33.170 0.000000 407.940 31.930 0.000000 415.260 31.680 0.000000 419.600 31.940 0.000000 423.300 32.350 0.000000 426.920 32.620 0.000000 432.310 32.830 0.000000 442.290 32.950 0.000000 447.270 33.110 0.000000 457.250 33.210 0.000000 461.030 33.120 0.000000 464.810 33.080 0.000000 468.110 33.110 0.000000 471.970 33.230 0.000000 480.260 33.410 0.000000 484.360 33.450 0.000000 488.140 33.510 0.000000 496.270 33.880 0.000000 499.970 34.200 0.000000 503.670 34.550 0.000000 508.330 34.810 0.000000 512.840 35.140 0.000000 517.340 35.570 0.000000 521.850 35.930 0.000000 525.060 36.090 0.000000 528.930 36.330 0.000000 532.790 36.630 0.000000 548.230 37.940 0.000000 552.090 38.380 0.000000 556.600 39.070 0.000000 560.060 39.400 0.000000 563.760 39.440 0.000000 567.380 39.350 0.000000 571.080 39.300 0.000000 579.450 39.270 0.000000 592.800 39.140 0.000000 597.710 39.130 0.000000 607.360 39.180 0.000000 627.310 39.490 0.000000 632.300 39.590 0.000000 637.290 39.880 0.000000 642.190 40.370 0.000000 647.180 40.950 0.000000 652.170 41.490 0.000000 657.160 41.830 0.000000 661.420 41.930 0.000000 676.300 41.980 0.000000 694.880 42.170 0.000000 697.700 42.180 0.000000 710.890 42.030 0.000000 721.830 41.970 0.000000 729.310 41.970 0.000000 735.830 42.000 0.000000 745.970 42.100 0.000000 748.700 42.180 0.000000 751.440 42.210 0.000000 755.060 42.380 0.000000 758.760 42.940 0.000000 762.460 43.650 0.000000 767.280 44.460 0.000000 772.110 44.750 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 851 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 775.890 44.920 0.000000 779.590 44.950 0.000000 794.560 45.240 0.000000 804.450 45.540 0.000000 --------------------------------------------------------------------- Name: XA1130B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 38.450 0.000000 4.240 38.550 0.000000 8.270 38.700 0.000000 11.600 38.740 0.000000 20.070 38.950 0.000000 24.210 38.990 0.000000 36.010 39.010 0.000000 39.750 38.910 0.000000 43.480 38.860 0.000000 47.210 38.890 0.000000 51.350 38.820 0.000000 54.980 38.680 0.000000 59.220 38.450 0.000000 71.720 38.200 0.000000 90.490 37.950 0.000000 96.540 37.940 0.000000 99.570 37.870 0.000000 102.690 37.850 0.000000 109.150 37.950 0.000000 111.870 37.880 0.000000 118.730 37.430 0.000000 122.970 37.320 0.000000 126.300 37.280 0.000000 130.130 37.260 0.000000 141.730 37.040 0.000000 146.170 36.980 0.000000 153.640 36.920 0.000000 162.310 36.770 0.000000 167.060 36.940 0.000000 171.900 37.060 0.000000 186.220 36.840 0.000000 190.960 36.870 0.000000 195.810 36.840 0.000000 199.240 36.730 0.000000 202.770 36.650 0.000000 206.300 36.670 0.000000 210.840 36.610 0.000000 224.460 36.170 0.000000 229.000 36.110 0.000000 232.830 36.100 0.000000 237.070 35.890 0.000000 241.300 35.640 0.000000 248.460 35.380 0.000000 256.940 35.310 0.000000 261.180 35.350 0.000000 265.310 35.330 0.000000 270.150 35.200 0.000000 277.220 35.130 0.000000 280.440 35.060 0.000000 282.970 34.940 0.000000 285.590 34.570 0.000000 290.330 34.300 0.000000 294.970 34.140 0.000000 299.910 34.740 0.000000 304.150 35.110 0.000000 308.390 35.080 0.000000 312.520 35.440 0.000000 316.150 35.520 0.000000 320.900 35.540 0.000000 332.800 35.480 0.000000 336.940 35.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 852 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 340.970 35.260 0.000000 344.000 35.220 0.000000 347.120 35.140 0.000000 352.070 35.240 0.000000 357.010 35.170 0.000000 369.120 35.190 0.000000 378.800 35.710 0.000000 383.740 35.870 0.000000 388.590 36.130 0.000000 398.370 35.960 0.000000 404.020 35.810 0.000000 407.150 35.670 0.000000 411.280 35.440 0.000000 419.050 35.240 0.000000 422.780 35.230 0.000000 432.570 35.400 0.000000 437.510 35.450 0.000000 442.460 35.540 0.000000 447.400 35.470 0.000000 451.740 35.440 0.000000 456.070 35.450 0.000000 460.920 35.360 0.000000 465.760 35.230 0.000000 475.440 35.220 0.000000 480.280 35.240 0.000000 485.130 35.300 0.000000 498.040 35.340 0.000000 505.910 35.140 0.000000 509.240 35.000 0.000000 513.570 35.040 0.000000 517.810 35.140 0.000000 521.750 35.110 0.000000 525.880 35.170 0.000000 538.390 35.240 0.000000 545.760 35.240 0.000000 549.080 35.190 0.000000 554.030 35.220 0.000000 558.970 35.080 0.000000 563.910 35.070 0.000000 567.140 35.150 0.000000 570.270 35.130 0.000000 577.630 35.240 0.000000 592.770 35.180 0.000000 596.090 35.110 0.000000 604.570 35.100 0.000000 608.700 35.020 0.000000 614.660 34.980 0.000000 617.480 34.860 0.000000 622.420 34.920 0.000000 627.370 35.040 0.000000 632.310 34.980 0.000000 635.130 35.150 0.000000 637.960 35.110 0.000000 650.570 35.160 0.000000 658.940 35.080 0.000000 667.310 34.960 0.000000 676.490 35.030 0.000000 679.520 35.210 0.000000 685.880 35.340 0.000000 690.310 35.280 0.000000 694.850 34.940 0.000000 699.290 34.730 0.000000 708.270 34.610 0.000000 712.000 34.600 0.000000 724.010 34.620 0.000000 728.140 34.710 0.000000 731.880 34.700 0.000000 735.610 34.630 0.000000 747.510 34.610 0.000000 756.390 34.640 0.000000 760.630 34.680 0.000000 764.760 34.800 0.000000 769.100 35.110 0.000000 773.940 35.310 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 853 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 778.890 35.350 0.000000 783.330 35.610 0.000000 787.760 36.070 0.000000 792.200 36.220 0.000000 796.640 36.260 0.000000 801.080 36.260 0.000000 805.520 36.360 0.000000 809.860 36.210 0.000000 814.190 36.200 0.000000 818.530 36.220 0.000000 827.210 36.310 0.000000 831.550 36.280 0.000000 835.880 36.140 0.000000 840.420 36.080 0.000000 847.180 35.940 0.000000 850.910 36.000 0.000000 857.770 36.420 0.000000 860.900 36.470 0.000000 865.340 36.620 0.000000 869.780 36.520 0.000000 874.220 36.510 0.000000 878.660 36.570 0.000000 890.060 36.780 0.000000 901.450 36.770 0.000000 913.560 36.850 0.000000 922.540 36.700 0.000000 927.280 36.970 0.000000 933.430 37.010 0.000000 940.900 37.110 0.000000 952.900 37.160 0.000000 969.350 37.100 0.000000 977.210 37.110 0.000000 980.540 37.180 0.000000 992.250 37.320 0.000000 996.480 37.350 0.000000 1000.620 37.330 0.000000 1004.550 37.220 0.000000 1008.790 37.140 0.000000 --------------------------------------------------------------------- Name: XA1140B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 45.910 0.000000 4.410 45.820 0.000000 8.800 45.500 0.000000 13.200 44.840 0.000000 17.610 43.890 0.000000 26.400 43.880 0.000000 30.810 43.750 0.000000 35.210 43.450 0.000000 43.500 42.740 0.000000 51.760 42.320 0.000000 56.240 42.180 0.000000 60.710 41.960 0.000000 65.170 41.590 0.000000 69.640 41.160 0.000000 74.100 40.670 0.000000 78.560 40.130 0.000000 83.440 39.810 0.000000 87.380 39.310 0.000000 91.310 38.950 0.000000 95.010 38.950 0.000000 98.610 38.770 0.000000 102.970 38.620 0.000000 106.950 38.410 0.000000 110.920 38.350 0.000000 115.290 38.500 0.000000 118.880 38.500 0.000000 122.580 38.590 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 854 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 126.510 38.500 0.000000 130.460 38.450 0.000000 142.870 38.390 0.000000 146.850 38.450 0.000000 --------------------------------------------------------------------- Name: XA1150C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 23.090 39.000 0.000000 31.420 39.000 0.000000 35.530 39.000 0.000000 43.390 39.000 0.000000 47.310 39.000 0.000000 51.290 39.090 0.000000 56.260 39.370 0.000000 61.220 39.430 0.000000 66.190 39.450 0.000000 71.160 39.410 0.000000 76.170 39.300 0.000000 81.140 39.310 0.000000 91.080 39.420 0.000000 96.050 39.330 0.000000 101.060 39.370 0.000000 106.030 39.580 0.000000 111.000 39.720 0.000000 120.980 39.900 0.000000 125.950 40.060 0.000000 129.680 40.280 0.000000 137.110 40.590 0.000000 141.040 40.820 0.000000 144.920 40.770 0.000000 153.630 40.790 0.000000 158.400 40.930 0.000000 168.010 41.160 0.000000 172.790 41.180 0.000000 177.610 40.960 0.000000 182.390 40.940 0.000000 187.170 41.160 0.000000 192.000 41.180 0.000000 201.550 40.830 0.000000 206.380 40.690 0.000000 211.160 40.820 0.000000 215.980 40.790 0.000000 220.760 40.970 0.000000 226.530 40.890 0.000000 230.560 40.510 0.000000 234.530 40.200 0.000000 239.070 39.490 0.000000 243.610 39.010 0.000000 248.160 39.000 0.000000 252.750 39.000 0.000000 261.830 39.000 0.000000 316.570 39.000 0.000000 331.470 39.000 0.000000 341.410 39.000 0.000000 346.380 39.000 0.000000 351.390 39.000 0.000000 356.360 39.000 0.000000 361.330 39.000 0.000000 366.300 39.000 0.000000 370.320 39.000 0.000000 374.340 39.000 0.000000 378.360 39.000 0.000000 382.380 39.000 0.000000 386.410 39.000 0.000000 390.810 39.000 0.000000 407.630 39.000 0.000000 411.080 39.000 0.000000 414.540 39.000 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 855 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 417.230 39.000 0.000000 428.300 39.000 0.000000 432.750 39.280 0.000000 437.250 40.590 0.000000 441.690 42.220 0.000000 446.140 43.540 0.000000 450.590 44.700 0.000000 455.040 45.610 0.000000 459.480 46.150 0.000000 463.930 46.140 0.000000 --------------------------------------------------------------------- Name: XA1160B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 21.240 0.000000 4.170 21.250 0.000000 8.340 21.200 0.000000 16.480 21.230 0.000000 25.960 21.330 0.000000 34.180 21.200 0.000000 38.310 21.190 0.000000 46.160 21.260 0.000000 50.370 21.270 0.000000 54.580 21.270 0.000000 62.310 21.230 0.000000 70.940 21.350 0.000000 78.380 21.320 0.000000 82.790 21.340 0.000000 90.240 21.420 0.000000 110.840 21.470 0.000000 115.010 21.440 0.000000 119.180 21.470 0.000000 127.200 21.430 0.000000 131.370 21.470 0.000000 138.850 21.480 0.000000 142.690 21.460 0.000000 150.420 21.460 0.000000 154.260 21.420 0.000000 158.760 21.420 0.000000 161.950 21.370 0.000000 169.680 21.370 0.000000 174.340 21.490 0.000000 178.960 21.520 0.000000 182.270 21.420 0.000000 194.490 21.360 0.000000 198.340 21.350 0.000000 202.220 21.440 0.000000 206.110 21.440 0.000000 213.830 21.380 0.000000 234.200 21.340 0.000000 238.080 21.270 0.000000 241.960 21.300 0.000000 246.050 21.280 0.000000 270.460 21.390 0.000000 282.360 21.560 0.000000 286.570 21.560 0.000000 290.740 21.520 0.000000 297.900 21.550 0.000000 301.740 21.620 0.000000 305.620 21.650 0.000000 310.080 21.720 0.000000 313.960 21.730 0.000000 321.690 21.840 0.000000 329.460 21.890 0.000000 337.190 22.010 0.000000 341.030 22.040 0.000000 353.010 22.000 0.000000 372.920 22.120 0.000000 392.870 22.270 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 856 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 400.600 22.300 0.000000 404.650 22.340 0.000000 408.860 22.330 0.000000 --------------------------------------------------------------------- Name: XA1160C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.420 0.000000 13.290 22.350 0.000000 22.120 22.350 0.000000 26.540 22.380 0.000000 35.090 22.500 0.000000 47.420 22.790 0.000000 50.550 22.790 0.000000 62.960 22.660 0.000000 70.260 22.550 0.000000 76.610 22.490 0.000000 99.930 22.390 0.000000 103.750 22.380 0.000000 108.450 22.410 0.000000 113.100 22.380 0.000000 117.480 22.150 0.000000 122.380 21.520 0.000000 127.280 21.300 0.000000 137.110 21.300 0.000000 142.010 21.170 0.000000 150.400 20.890 0.000000 154.220 20.800 0.000000 164.210 20.670 0.000000 170.640 20.650 0.000000 174.290 20.570 0.000000 178.270 20.440 0.000000 182.080 20.350 0.000000 185.890 20.180 0.000000 189.070 20.100 0.000000 193.880 19.890 0.000000 198.700 19.860 0.000000 203.520 20.040 0.000000 206.730 20.090 0.000000 211.030 19.940 0.000000 214.680 19.620 0.000000 218.340 19.380 0.000000 221.950 19.300 0.000000 224.640 19.330 0.000000 231.100 19.470 0.000000 234.880 19.500 0.000000 241.860 19.520 0.000000 249.330 19.480 0.000000 253.630 19.550 0.000000 257.000 19.720 0.000000 260.330 19.940 0.000000 266.640 20.460 0.000000 269.610 20.650 0.000000 273.620 20.720 0.000000 277.880 20.680 0.000000 288.280 20.720 0.000000 300.320 21.230 0.000000 303.250 21.260 0.000000 306.180 21.240 0.000000 311.890 21.170 0.000000 316.580 21.140 0.000000 326.540 21.210 0.000000 330.030 21.260 0.000000 334.690 21.270 0.000000 338.790 21.210 0.000000 342.880 21.200 0.000000 353.160 21.330 0.000000 357.130 21.200 0.000000 361.110 21.130 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 857 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 365.410 21.140 0.000000 369.660 21.200 0.000000 374.520 21.090 0.000000 379.380 21.230 0.000000 384.240 21.120 0.000000 388.090 21.000 0.000000 391.940 21.040 0.000000 396.720 21.170 0.000000 401.500 21.240 0.000000 --------------------------------------------------------------------- Name: XA1170B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 29.940 0.000000 9.460 29.690 0.000000 14.170 29.610 0.000000 18.920 29.620 0.000000 28.340 29.590 0.000000 33.090 29.660 0.000000 37.800 29.600 0.000000 42.550 29.680 0.000000 45.260 29.840 0.000000 48.000 29.750 0.000000 52.080 29.730 0.000000 56.170 29.670 0.000000 60.250 29.680 0.000000 63.580 29.720 0.000000 71.120 29.880 0.000000 75.400 30.070 0.000000 79.480 29.800 0.000000 83.560 29.670 0.000000 91.770 29.880 0.000000 98.990 29.880 0.000000 102.170 29.910 0.000000 105.820 30.120 0.000000 113.470 30.310 0.000000 117.480 30.320 0.000000 121.440 30.390 0.000000 124.500 30.550 0.000000 127.560 30.760 0.000000 130.190 30.890 0.000000 132.780 30.900 0.000000 140.160 30.990 0.000000 144.990 31.000 0.000000 149.110 31.080 0.000000 157.310 31.530 0.000000 164.930 31.710 0.000000 168.380 31.730 0.000000 172.970 31.790 0.000000 177.530 31.950 0.000000 180.750 32.090 0.000000 183.960 32.170 0.000000 188.600 32.260 0.000000 193.230 32.400 0.000000 199.120 32.470 0.000000 202.800 32.590 0.000000 206.490 32.750 0.000000 210.770 32.860 0.000000 214.930 33.020 0.000000 219.090 33.100 0.000000 223.410 33.100 0.000000 227.100 33.130 0.000000 235.070 33.330 0.000000 239.230 33.390 0.000000 243.390 33.490 0.000000 247.160 33.550 0.000000 259.440 33.920 0.000000 263.560 34.080 0.000000 266.230 34.150 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 858 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 272.590 34.240 0.000000 276.240 34.370 0.000000 279.890 34.570 0.000000 282.680 34.690 0.000000 285.500 34.760 0.000000 289.590 35.040 0.000000 293.670 35.100 0.000000 297.790 35.080 0.000000 301.870 35.180 0.000000 308.620 35.480 0.000000 311.290 35.550 0.000000 315.450 35.650 0.000000 327.230 35.820 0.000000 331.310 35.920 0.000000 335.390 35.960 0.000000 339.510 35.950 0.000000 343.590 35.990 0.000000 347.680 36.100 0.000000 351.640 36.110 0.000000 360.830 36.250 0.000000 365.220 36.280 0.000000 374.050 36.610 0.000000 388.340 37.000 0.000000 392.500 37.180 0.000000 --------------------------------------------------------------------- Name: XA1170C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 38.540 0.000000 4.970 38.650 0.000000 9.910 38.610 0.000000 14.880 38.420 0.000000 24.780 37.880 0.000000 29.720 37.810 0.000000 39.620 37.460 0.000000 44.590 37.400 0.000000 48.040 37.310 0.000000 51.480 37.280 0.000000 54.920 37.210 0.000000 59.510 37.000 0.000000 63.910 36.890 0.000000 68.310 36.810 0.000000 72.710 36.830 0.000000 76.420 36.730 0.000000 83.840 36.440 0.000000 89.340 36.410 0.000000 92.130 36.300 0.000000 94.960 36.120 0.000000 103.110 35.960 0.000000 107.170 35.840 0.000000 111.260 35.880 0.000000 115.120 35.890 0.000000 119.020 35.830 0.000000 122.880 35.620 0.000000 126.170 35.480 0.000000 132.220 35.330 0.000000 136.960 35.260 0.000000 141.550 35.250 0.000000 145.110 35.300 0.000000 148.660 35.310 0.000000 153.180 35.160 0.000000 157.690 34.840 0.000000 161.470 34.710 0.000000 165.260 34.500 0.000000 169.970 34.280 0.000000 174.670 34.160 0.000000 181.400 34.130 0.000000 186.410 34.040 0.000000 190.430 34.060 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 859 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 198.760 33.940 0.000000 201.560 33.800 0.000000 204.390 33.590 0.000000 209.240 33.300 0.000000 214.060 33.100 0.000000 218.920 32.940 0.000000 223.780 32.860 0.000000 228.630 32.720 0.000000 236.480 32.610 0.000000 245.960 32.660 0.000000 248.870 32.610 0.000000 251.770 32.450 0.000000 254.260 32.260 0.000000 256.780 32.020 0.000000 260.760 31.680 0.000000 264.780 31.500 0.000000 268.750 31.470 0.000000 273.000 31.540 0.000000 277.700 31.680 0.000000 282.560 31.610 0.000000 287.420 31.400 0.000000 292.280 30.960 0.000000 297.130 30.630 0.000000 301.990 30.410 0.000000 305.130 30.430 0.000000 308.220 30.330 0.000000 311.400 30.140 0.000000 314.540 29.920 0.000000 317.520 29.950 0.000000 320.460 30.080 0.000000 324.560 30.230 0.000000 328.340 30.160 0.000000 332.240 30.030 0.000000 335.110 29.910 0.000000 345.060 29.430 0.000000 348.650 29.330 0.000000 352.250 29.400 0.000000 355.840 29.700 0.000000 358.980 29.870 0.000000 362.110 29.760 0.000000 365.780 29.880 0.000000 369.420 29.920 0.000000 373.050 29.870 0.000000 376.070 29.880 0.000000 379.290 29.960 0.000000 382.460 29.940 0.000000 --------------------------------------------------------------------- Name: XA1180B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.730 0.000000 4.210 22.390 0.000000 8.410 21.530 0.000000 12.130 20.960 0.000000 16.040 20.150 0.000000 20.640 19.260 0.000000 25.230 18.480 0.000000 29.930 17.640 0.000000 34.520 16.680 0.000000 39.120 15.880 0.000000 43.720 15.420 0.000000 48.410 15.460 0.000000 53.010 15.610 0.000000 57.600 15.980 0.000000 66.900 16.830 0.000000 71.590 17.080 0.000000 81.080 17.250 0.000000 88.710 17.530 0.000000 91.440 17.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 860 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 96.330 17.650 0.000000 101.320 17.650 0.000000 111.200 17.370 0.000000 124.500 17.370 0.000000 135.850 17.540 0.000000 142.300 17.570 0.000000 149.830 17.510 0.000000 157.260 17.510 0.000000 167.340 17.470 0.000000 176.630 17.360 0.000000 191.100 17.280 0.000000 198.540 17.270 0.000000 202.250 17.480 0.000000 205.770 17.510 0.000000 209.100 17.480 0.000000 212.520 17.420 0.000000 216.730 17.290 0.000000 223.870 17.010 0.000000 228.660 16.900 0.000000 240.390 16.530 0.000000 253.110 16.490 0.000000 256.920 16.530 0.000000 276.870 16.550 0.000000 284.600 16.060 0.000000 292.620 15.680 0.000000 300.640 15.490 0.000000 304.450 15.570 0.000000 308.370 15.700 0.000000 315.210 15.780 0.000000 318.150 15.870 0.000000 328.420 15.970 0.000000 336.140 16.560 0.000000 339.960 16.770 0.000000 344.550 16.840 0.000000 348.660 16.940 0.000000 355.020 16.950 0.000000 359.810 17.020 0.000000 367.240 16.940 0.000000 370.670 17.020 0.000000 373.990 17.060 0.000000 378.390 17.030 0.000000 387.590 16.910 0.000000 411.160 16.780 0.000000 419.470 16.760 0.000000 423.670 16.820 0.000000 428.170 16.990 0.000000 431.890 16.990 0.000000 435.610 16.950 0.000000 451.650 16.930 0.000000 463.380 16.750 0.000000 467.680 16.750 0.000000 471.990 16.650 0.000000 479.220 16.340 0.000000 486.950 16.340 0.000000 499.270 16.170 0.000000 507.000 16.120 0.000000 523.240 15.920 0.000000 530.770 15.910 0.000000 535.170 15.870 0.000000 543.680 15.770 0.000000 551.110 15.800 0.000000 561.380 15.930 0.000000 566.270 15.920 0.000000 569.010 15.950 0.000000 575.460 15.720 0.000000 579.180 15.610 0.000000 583.290 15.560 0.000000 590.520 15.610 0.000000 593.750 15.670 0.000000 598.440 15.640 0.000000 607.540 15.660 0.000000 611.450 15.620 0.000000 614.870 15.490 0.000000 619.470 15.480 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 861 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 623.480 15.520 0.000000 631.310 15.500 0.000000 635.220 15.580 0.000000 639.620 15.640 0.000000 644.120 15.580 0.000000 648.320 15.600 0.000000 652.530 15.730 0.000000 656.730 15.920 0.000000 660.060 15.990 0.000000 663.190 15.970 0.000000 666.510 16.030 0.000000 671.010 16.070 0.000000 676.880 15.990 0.000000 679.520 15.910 0.000000 683.240 15.910 0.000000 690.570 16.040 0.000000 698.100 15.990 0.000000 702.900 16.080 0.000000 710.620 16.090 0.000000 718.250 16.010 0.000000 722.060 16.030 0.000000 729.110 15.990 0.000000 741.720 15.670 0.000000 746.320 15.650 0.000000 750.920 15.680 0.000000 755.510 15.670 0.000000 764.610 15.740 0.000000 769.200 15.710 0.000000 773.800 15.800 0.000000 778.400 15.810 0.000000 787.590 16.070 0.000000 791.210 16.140 0.000000 796.690 16.180 0.000000 800.400 16.140 0.000000 804.220 16.160 0.000000 807.930 16.270 0.000000 810.970 16.410 0.000000 814.100 16.440 0.000000 817.230 16.430 0.000000 820.350 16.380 0.000000 822.900 16.510 0.000000 829.250 16.710 0.000000 837.080 16.890 0.000000 848.620 17.070 0.000000 855.950 17.310 0.000000 864.460 17.200 0.000000 874.830 16.950 0.000000 877.860 16.970 0.000000 888.030 17.190 0.000000 893.710 17.170 0.000000 897.230 17.220 0.000000 900.750 17.300 0.000000 905.830 17.480 0.000000 910.230 17.580 0.000000 914.630 17.570 0.000000 919.040 17.510 0.000000 927.840 17.600 0.000000 930.280 17.540 0.000000 934.290 17.520 0.000000 944.860 17.640 0.000000 949.350 17.610 0.000000 954.150 17.630 0.000000 958.840 17.740 0.000000 968.430 17.820 0.000000 978.010 17.700 0.000000 --------------------------------------------------------------------- Name: XA1190D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 862 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.000 22.730 0.000000 8.180 22.610 0.000000 16.500 22.760 0.000000 20.720 22.660 0.000000 24.950 22.700 0.000000 29.180 22.650 0.000000 33.410 22.710 0.000000 37.710 22.710 0.000000 41.930 22.630 0.000000 46.160 22.610 0.000000 49.970 22.670 0.000000 53.720 22.760 0.000000 57.530 22.620 0.000000 61.830 22.700 0.000000 66.120 22.740 0.000000 70.420 22.680 0.000000 74.720 22.670 0.000000 79.020 22.560 0.000000 83.240 22.610 0.000000 87.470 22.590 0.000000 91.770 22.660 0.000000 96.000 22.660 0.000000 100.230 22.740 0.000000 112.980 22.630 0.000000 117.140 22.720 0.000000 121.300 22.660 0.000000 125.660 22.690 0.000000 129.960 22.680 0.000000 134.330 22.340 0.000000 203.990 22.420 0.000000 208.070 22.530 0.000000 210.920 22.500 0.000000 213.690 22.420 0.000000 218.330 22.440 0.000000 222.980 22.280 0.000000 227.620 22.330 0.000000 232.260 22.430 0.000000 241.620 22.290 0.000000 246.270 22.260 0.000000 250.420 22.400 0.000000 254.580 22.380 0.000000 258.670 22.490 0.000000 275.030 22.250 0.000000 278.840 22.350 0.000000 282.650 22.220 0.000000 287.020 22.210 0.000000 291.390 22.440 0.000000 295.680 22.610 0.000000 300.050 22.450 0.000000 308.580 22.390 0.000000 312.670 22.230 0.000000 316.890 22.330 0.000000 321.120 22.390 0.000000 325.350 22.410 0.000000 329.580 22.530 0.000000 333.810 22.480 0.000000 338.030 22.320 0.000000 342.120 22.260 0.000000 346.140 22.320 0.000000 354.460 22.330 0.000000 362.920 22.460 0.000000 367.150 22.310 0.000000 371.370 22.280 0.000000 375.600 22.300 0.000000 379.690 22.370 0.000000 383.850 22.240 0.000000 388.220 22.250 0.000000 392.580 22.350 0.000000 396.880 22.500 0.000000 401.250 22.340 0.000000 405.610 22.300 0.000000 409.560 22.340 0.000000 418.440 22.340 0.000000 423.360 22.450 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 863 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 428.280 22.370 0.000000 433.200 22.340 0.000000 438.050 22.390 0.000000 442.210 22.450 0.000000 446.370 22.380 0.000000 450.600 22.450 0.000000 454.830 22.420 0.000000 459.050 22.270 0.000000 463.280 22.450 0.000000 467.580 22.410 0.000000 471.810 22.310 0.000000 475.550 22.290 0.000000 479.360 22.340 0.000000 483.170 22.300 0.000000 491.840 22.470 0.000000 496.200 22.350 0.000000 500.500 22.370 0.000000 504.870 22.320 0.000000 509.030 22.380 0.000000 513.190 22.310 0.000000 521.640 22.490 0.000000 525.870 22.540 0.000000 538.620 22.420 0.000000 542.440 22.430 0.000000 549.990 22.550 0.000000 554.290 22.560 0.000000 558.650 22.520 0.000000 562.950 22.540 0.000000 567.320 22.420 0.000000 575.500 22.520 0.000000 579.380 22.470 0.000000 583.750 22.580 0.000000 588.110 22.590 0.000000 592.480 22.690 0.000000 601.210 22.540 0.000000 605.300 22.560 0.000000 609.460 22.470 0.000000 619.030 22.560 0.000000 623.740 22.580 0.000000 628.520 22.530 0.000000 642.180 22.490 0.000000 646.330 22.440 0.000000 650.630 22.570 0.000000 655.000 22.620 0.000000 663.730 22.510 0.000000 668.100 22.490 0.000000 672.470 22.530 0.000000 676.760 22.430 0.000000 680.850 22.450 0.000000 684.940 22.430 0.000000 689.030 22.470 0.000000 693.120 22.540 0.000000 --------------------------------------------------------------------- Name: XA1220B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.650 0.000000 4.700 23.550 0.000000 14.100 23.150 0.000000 18.800 23.060 0.000000 23.490 22.890 0.000000 32.890 22.520 0.000000 45.860 22.110 0.000000 56.010 21.660 0.000000 59.770 21.510 0.000000 63.900 21.440 0.000000 71.610 21.220 0.000000 75.930 21.190 0.000000 83.260 21.190 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 864 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 91.910 21.010 0.000000 100.180 20.960 0.000000 111.650 20.990 0.000000 116.530 21.040 0.000000 127.620 20.960 0.000000 139.090 20.970 0.000000 147.730 20.910 0.000000 156.380 20.930 0.000000 164.840 21.020 0.000000 168.780 21.020 0.000000 172.920 21.070 0.000000 177.240 21.080 0.000000 181.380 21.190 0.000000 188.140 21.500 0.000000 190.770 21.450 0.000000 195.290 21.210 0.000000 199.610 21.330 0.000000 208.630 21.350 0.000000 213.140 21.400 0.000000 217.280 21.480 0.000000 221.410 21.470 0.000000 225.550 21.380 0.000000 229.870 21.480 0.000000 238.140 21.370 0.000000 249.230 21.410 0.000000 251.860 21.400 0.000000 256.180 21.470 0.000000 264.450 21.540 0.000000 275.920 21.720 0.000000 278.930 21.670 0.000000 281.180 21.750 0.000000 284.750 21.750 0.000000 292.270 21.580 0.000000 296.030 21.660 0.000000 299.600 21.470 0.000000 303.170 21.220 0.000000 307.870 21.060 0.000000 317.080 21.410 0.000000 321.590 21.630 0.000000 324.410 21.690 0.000000 327.420 21.660 0.000000 330.420 21.700 0.000000 334.940 21.820 0.000000 346.780 21.860 0.000000 350.720 21.890 0.000000 354.670 22.060 0.000000 357.110 22.200 0.000000 359.750 22.260 0.000000 362.940 22.390 0.000000 370.270 22.560 0.000000 373.280 22.520 0.000000 377.790 22.370 0.000000 384.930 22.230 0.000000 389.070 22.230 0.000000 393.200 22.290 0.000000 397.340 22.400 0.000000 402.220 22.350 0.000000 412.000 22.170 0.000000 415.940 22.170 0.000000 425.720 22.350 0.000000 430.790 22.380 0.000000 439.440 22.340 0.000000 446.960 22.360 0.000000 451.090 22.420 0.000000 455.410 22.610 0.000000 459.550 22.900 0.000000 467.820 23.160 0.000000 475.530 23.280 0.000000 483.980 23.350 0.000000 497.520 23.570 0.000000 515.750 23.530 0.000000 523.640 23.540 0.000000 541.690 23.800 0.000000 546.760 23.650 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 865 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 550.900 23.470 0.000000 554.840 23.340 0.000000 558.980 23.300 0.000000 566.870 23.350 0.000000 574.010 23.440 0.000000 582.470 23.430 0.000000 586.800 23.500 0.000000 589.800 23.510 0.000000 594.310 23.400 0.000000 602.400 23.330 0.000000 609.910 23.290 0.000000 622.880 23.200 0.000000 630.960 23.190 0.000000 634.910 23.220 0.000000 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0.000000 1425.260 47.530 0.000000 1427.710 47.580 0.000000 1435.040 47.610 0.000000 1439.550 47.530 0.000000 1444.250 47.540 0.000000 1448.950 47.670 0.000000 1453.640 48.510 0.000000 1457.220 48.900 0.000000 1460.790 48.850 0.000000 1467.360 48.970 0.000000 1479.390 49.160 0.000000 1502.320 49.610 0.000000 1511.910 49.630 0.000000 1516.610 49.670 0.000000 1521.500 50.270 0.000000 1525.630 50.650 0.000000 1533.520 50.670 0.000000 1553.070 50.620 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 867 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1566.420 50.640 0.000000 1573.940 50.540 0.000000 1585.960 50.480 0.000000 1594.050 50.510 0.000000 1598.560 50.580 0.000000 1603.070 50.850 0.000000 1607.770 51.410 0.000000 1611.150 51.620 0.000000 1615.100 51.820 0.000000 1629.760 51.610 0.000000 1634.830 51.560 0.000000 1644.040 51.510 0.000000 1651.940 51.530 0.000000 1659.640 51.620 0.000000 1670.920 51.860 0.000000 1684.260 51.930 0.000000 1702.310 52.350 0.000000 1711.520 52.490 0.000000 1729.190 52.610 0.000000 1731.820 52.630 0.000000 1734.640 52.710 0.000000 1742.150 52.800 0.000000 1750.420 52.860 0.000000 1756.820 52.780 0.000000 1760.570 52.700 0.000000 1764.520 52.640 0.000000 1769.030 52.680 0.000000 1776.550 52.850 0.000000 1805.680 53.020 0.000000 1813.770 53.130 0.000000 1818.650 53.140 0.000000 1823.730 53.460 0.000000 1828.610 53.530 0.000000 1834.060 53.460 0.000000 1846.090 53.230 0.000000 1854.930 52.930 0.000000 1859.440 52.900 0.000000 1862.630 52.930 0.000000 1866.770 52.720 0.000000 1871.090 52.950 0.000000 1875.230 53.080 0.000000 1879.550 53.160 0.000000 --------------------------------------------------------------------- Name: XA1240B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.030 0.000000 4.820 22.010 0.000000 9.650 21.860 0.000000 16.890 21.700 0.000000 24.670 21.640 0.000000 28.180 21.680 0.000000 32.350 21.690 0.000000 40.680 21.570 0.000000 48.570 21.630 0.000000 67.760 21.620 0.000000 92.870 21.450 0.000000 100.110 21.430 0.000000 107.780 21.480 0.000000 120.610 21.380 0.000000 124.780 21.320 0.000000 135.090 21.310 0.000000 139.800 21.270 0.000000 144.410 21.190 0.000000 153.510 20.970 0.000000 158.000 20.970 0.000000 162.500 20.850 0.000000 166.990 20.810 0.000000 176.420 20.910 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 868 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 181.030 20.910 0.000000 193.530 21.100 0.000000 203.070 21.360 0.000000 210.080 21.380 0.000000 214.580 21.360 0.000000 222.360 21.280 0.000000 228.940 21.150 0.000000 233.110 21.150 0.000000 237.390 21.070 0.000000 241.550 21.040 0.000000 255.480 21.010 0.000000 260.080 20.940 0.000000 272.250 20.870 0.000000 275.980 20.860 0.000000 278.940 20.930 0.000000 281.900 20.880 0.000000 286.950 21.200 0.000000 289.910 21.260 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21.550 0.000000 625.100 21.600 0.000000 627.510 21.590 0.000000 636.500 21.440 0.000000 648.450 21.300 0.000000 660.620 21.200 0.000000 668.080 21.170 0.000000 678.280 21.180 0.000000 693.960 21.320 0.000000 698.120 21.270 0.000000 706.570 21.280 0.000000 710.730 21.220 0.000000 715.010 21.190 0.000000 719.170 21.250 0.000000 723.340 21.270 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 869 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 755.250 21.290 0.000000 768.630 21.240 0.000000 773.010 21.240 0.000000 782.440 21.310 0.000000 784.850 21.300 0.000000 787.380 21.320 0.000000 798.010 21.170 0.000000 805.470 21.090 0.000000 815.990 21.030 0.000000 829.700 21.000 0.000000 838.470 20.820 0.000000 842.200 20.790 0.000000 850.420 20.870 0.000000 854.150 20.980 0.000000 861.830 21.220 0.000000 866.320 21.480 0.000000 870.930 21.650 0.000000 875.420 21.640 0.000000 880.030 21.500 0.000000 887.260 21.320 0.000000 894.500 21.240 0.000000 898.780 21.220 0.000000 918.730 21.180 0.000000 924.650 21.200 0.000000 931.010 21.240 0.000000 935.180 21.290 0.000000 940.110 21.380 0.000000 946.470 21.430 0.000000 952.830 21.340 0.000000 956.230 21.330 0.000000 959.960 21.420 0.000000 982.330 21.460 0.000000 995.160 21.370 0.000000 1007.770 21.360 0.000000 1012.150 21.320 0.000000 1031.230 21.030 0.000000 1038.250 20.970 0.000000 1051.620 21.050 0.000000 1061.270 21.160 0.000000 1066.100 21.110 0.000000 1070.920 21.370 0.000000 1073.770 21.350 0.000000 1076.730 21.250 0.000000 1080.460 21.350 0.000000 1088.140 21.620 0.000000 1096.470 22.140 0.000000 --------------------------------------------------------------------- Name: XA1240C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.000 0.000000 6.000 22.100 0.000000 12.000 22.000 0.000000 18.000 21.900 0.000000 26.800 22.100 0.000000 35.500 22.100 0.000000 44.300 26.300 0.000000 52.900 30.000 0.000000 61.600 31.200 0.000000 70.200 28.400 0.000000 78.900 22.100 0.000000 84.900 22.100 0.000000 90.900 22.700 0.000000 96.800 23.800 0.000000 104.400 26.400 0.000000 111.900 28.500 0.000000 119.300 29.600 0.000000 126.900 29.000 0.000000 134.400 27.500 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 870 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 140.900 30.400 0.000000 147.500 32.000 0.000000 154.000 29.300 0.000000 161.900 25.900 0.000000 169.900 24.400 0.000000 177.800 25.200 0.000000 184.100 28.700 0.000000 190.500 33.200 0.000000 198.400 37.900 0.000000 206.500 37.800 0.000000 213.400 35.400 0.000000 220.300 39.300 0.000000 227.300 36.000 0.000000 235.600 35.100 0.000000 243.800 37.100 0.000000 252.200 38.000 0.000000 260.400 34.900 0.000000 268.700 28.800 0.000000 277.100 25.000 0.000000 285.300 24.800 0.000000 293.700 23.900 0.000000 301.300 22.000 0.000000 308.900 22.100 0.000000 316.600 22.100 0.000000 324.200 22.100 0.000000 331.900 22.000 0.000000 339.600 21.600 0.000000 347.300 21.500 0.000000 354.900 21.400 0.000000 362.600 21.500 0.000000 368.900 21.700 0.000000 375.200 21.900 0.000000 381.600 21.900 0.000000 387.900 24.400 0.000000 394.900 25.500 0.000000 402.000 22.700 0.000000 409.000 28.400 0.000000 416.000 32.700 0.000000 424.400 34.400 0.000000 432.800 39.000 0.000000 441.300 41.600 0.000000 447.900 41.800 0.000000 454.600 41.800 0.000000 461.300 41.900 0.000000 468.000 42.200 0.000000 476.100 40.700 0.000000 484.300 40.100 0.000000 492.500 39.600 0.000000 500.700 39.300 0.000000 508.500 38.400 0.000000 516.500 38.300 0.000000 524.300 39.500 0.000000 532.200 39.500 0.000000 540.100 39.600 0.000000 547.900 37.400 0.000000 553.200 38.700 0.000000 558.500 40.200 0.000000 566.900 41.700 0.000000 575.300 42.800 0.000000 583.800 43.300 0.000000 592.300 44.200 0.000000 600.800 44.100 0.000000 608.100 44.000 0.000000 615.400 43.900 0.000000 622.700 41.600 0.000000 630.100 38.700 0.000000 637.400 35.700 0.000000 644.500 35.200 0.000000 651.600 26.000 0.000000 659.400 21.000 0.000000 667.200 21.500 0.000000 675.100 22.700 0.000000 682.800 23.600 0.000000 690.700 23.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 871 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 698.500 22.900 0.000000 707.300 21.000 0.000000 716.000 21.300 0.000000 724.700 21.800 0.000000 733.500 21.900 0.000000 742.300 22.000 0.000000 751.000 22.000 0.000000 759.000 22.100 0.000000 767.000 22.000 0.000000 772.800 22.000 0.000000 778.500 22.400 0.000000 --------------------------------------------------------------------- Name: XA1250B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 21.800 0.000000 4.150 21.810 0.000000 16.030 21.730 0.000000 23.390 21.540 0.000000 29.920 21.400 0.000000 32.830 21.290 0.000000 40.160 21.450 0.000000 47.960 21.350 0.000000 66.300 21.550 0.000000 74.200 21.680 0.000000 77.980 21.700 0.000000 81.490 21.670 0.000000 93.540 21.430 0.000000 101.680 21.410 0.000000 120.890 21.890 0.000000 125.070 22.210 0.000000 129.250 22.620 0.000000 133.500 22.610 0.000000 137.720 22.510 0.000000 145.690 22.380 0.000000 157.300 22.270 0.000000 165.700 22.240 0.000000 178.020 22.290 0.000000 182.500 22.270 0.000000 189.160 22.280 0.000000 205.190 22.180 0.000000 217.610 22.130 0.000000 227.150 22.150 0.000000 251.010 22.360 0.000000 285.420 22.590 0.000000 288.030 22.560 0.000000 292.480 22.420 0.000000 296.960 22.160 0.000000 301.450 21.960 0.000000 305.900 21.860 0.000000 310.380 21.850 0.000000 314.870 21.890 0.000000 320.290 22.020 0.000000 329.830 21.840 0.000000 334.680 21.790 0.000000 --------------------------------------------------------------------- Name: XA1260B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 21.800 0.000000 20.180 21.750 0.000000 24.850 21.710 0.000000 34.600 21.530 0.000000 38.220 21.490 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 872 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 53.260 21.370 0.000000 59.660 21.350 0.000000 77.060 21.310 0.000000 81.680 21.320 0.000000 99.030 21.460 0.000000 114.600 21.390 0.000000 143.170 21.400 0.000000 147.050 21.320 0.000000 159.470 20.940 0.000000 164.350 20.760 0.000000 168.020 20.500 0.000000 171.690 20.330 0.000000 175.360 20.280 0.000000 182.850 20.400 0.000000 195.070 20.290 0.000000 203.510 20.380 0.000000 207.550 20.390 0.000000 211.430 20.480 0.000000 218.400 20.510 0.000000 223.010 20.510 0.000000 227.260 20.550 0.000000 247.070 20.920 0.000000 262.590 21.170 0.000000 272.400 21.280 0.000000 280.730 21.280 0.000000 295.570 21.230 0.000000 300.490 21.240 0.000000 305.420 21.290 0.000000 317.950 21.610 0.000000 321.670 21.670 0.000000 325.400 21.640 0.000000 330.530 21.500 0.000000 334.200 21.480 0.000000 350.660 21.530 0.000000 353.760 21.510 0.000000 358.740 21.380 0.000000 362.620 21.320 0.000000 370.320 21.300 0.000000 378.660 21.320 0.000000 390.720 21.410 0.000000 395.490 21.480 0.000000 400.310 21.620 0.000000 414.670 21.260 0.000000 419.230 21.210 0.000000 423.850 21.190 0.000000 432.970 21.240 0.000000 454.200 21.480 0.000000 457.560 21.550 0.000000 461.440 21.680 0.000000 464.840 21.910 0.000000 469.090 21.960 0.000000 473.280 21.870 0.000000 476.110 21.920 0.000000 478.950 22.060 0.000000 487.750 21.990 0.000000 495.200 21.860 0.000000 505.000 21.780 0.000000 515.960 21.770 0.000000 524.240 21.790 0.000000 --------------------------------------------------------------------- Name: XA1260D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 21.790 0.000000 9.970 21.740 0.000000 19.950 21.650 0.000000 32.230 21.460 0.000000 40.220 21.390 0.000000 44.280 21.380 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 873 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.310 21.230 0.000000 56.380 21.190 0.000000 60.530 21.290 0.000000 64.780 21.460 0.000000 68.520 21.580 0.000000 72.770 21.600 0.000000 78.540 21.480 0.000000 85.930 21.150 0.000000 90.680 20.980 0.000000 95.440 20.750 0.000000 99.640 20.720 0.000000 103.840 20.580 0.000000 108.320 20.250 0.000000 112.800 20.240 0.000000 117.320 20.330 0.000000 120.090 20.350 0.000000 137.680 20.340 0.000000 148.120 20.290 0.000000 150.840 20.440 0.000000 157.680 20.720 0.000000 165.800 21.260 0.000000 170.700 21.260 0.000000 174.620 21.350 0.000000 179.100 21.600 0.000000 183.580 21.590 0.000000 188.060 21.840 0.000000 195.310 22.060 0.000000 198.080 22.070 0.000000 198.080 22.070 0.000000 202.190 21.890 0.000000 206.160 21.770 0.000000 209.940 21.710 0.000000 213.680 21.770 0.000000 221.860 22.080 0.000000 225.600 22.170 0.000000 229.380 22.170 0.000000 232.430 22.230 0.000000 237.090 22.440 0.000000 241.800 22.390 0.000000 246.470 22.050 0.000000 251.130 21.610 0.000000 255.790 21.040 0.000000 260.460 20.720 0.000000 265.170 20.930 0.000000 269.830 21.580 0.000000 273.940 21.420 0.000000 278.050 21.230 0.000000 281.740 20.380 0.000000 285.390 19.840 0.000000 289.640 19.940 0.000000 297.160 20.180 0.000000 304.550 20.010 0.000000 308.290 20.110 0.000000 313.230 20.000 0.000000 317.200 19.850 0.000000 321.170 19.920 0.000000 325.140 20.480 0.000000 327.780 20.530 0.000000 330.410 20.500 0.000000 332.850 20.540 0.000000 344.030 20.780 0.000000 352.060 20.910 0.000000 356.120 20.890 0.000000 360.140 20.820 0.000000 371.360 21.010 0.000000 376.670 21.070 0.000000 380.090 21.120 0.000000 389.830 21.350 0.000000 394.450 21.550 0.000000 399.020 21.480 0.000000 403.640 21.460 0.000000 408.300 21.500 0.000000 416.750 21.490 0.000000 420.440 21.460 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 874 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 428.750 21.600 0.000000 434.890 21.660 0.000000 461.720 21.800 0.000000 --------------------------------------------------------------------- Name: XA1270B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 25.500 0.000000 4.880 25.500 0.000000 9.770 25.500 0.000000 14.600 25.500 0.000000 19.490 25.500 0.000000 24.370 25.500 0.000000 34.090 25.500 0.000000 38.980 25.500 0.000000 43.860 25.500 0.000000 409.940 25.500 0.000000 414.780 25.500 0.000000 419.710 25.500 0.000000 424.590 25.500 0.000000 429.520 25.500 0.000000 444.270 25.500 0.000000 454.090 25.500 0.000000 463.910 25.500 0.000000 478.660 25.500 0.000000 483.590 25.500 0.000000 --------------------------------------------------------------------- Name: XA1270C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.500 0.000000 4.700 23.500 0.000000 9.380 23.500 0.000000 14.080 23.500 0.000000 18.790 23.500 0.000000 28.170 23.500 0.000000 32.870 23.500 0.000000 37.580 23.500 0.000000 42.250 23.500 0.000000 46.960 23.500 0.000000 50.550 23.500 0.000000 54.160 23.500 0.000000 57.780 23.500 0.000000 61.070 23.500 0.000000 64.330 23.500 0.000000 68.970 23.500 0.000000 73.600 23.500 0.000000 83.070 23.500 0.000000 87.940 24.000 0.000000 92.780 24.000 0.000000 107.330 24.000 0.000000 112.190 24.000 0.000000 121.880 24.000 0.000000 126.740 24.000 0.000000 131.580 24.000 0.000000 136.450 24.000 0.000000 146.130 24.500 0.000000 151.000 24.500 0.000000 160.700 24.500 0.000000 170.390 24.500 0.000000 180.090 24.500 0.000000 184.930 24.500 0.000000 194.640 24.500 0.000000 199.510 24.500 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 875 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 204.090 24.500 0.000000 208.680 24.500 0.000000 213.290 24.500 0.000000 217.880 24.500 0.000000 222.460 24.500 0.000000 231.660 25.000 0.000000 --------------------------------------------------------------------- Name: XA1280B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.500 0.000000 4.940 23.500 0.000000 9.890 23.500 0.000000 14.800 23.500 0.000000 19.750 23.500 0.000000 29.640 23.500 0.000000 44.440 23.500 0.000000 49.390 23.500 0.000000 54.330 23.500 0.000000 59.270 23.500 0.000000 74.080 23.500 0.000000 83.970 23.500 0.000000 88.880 23.500 0.000000 93.830 24.000 0.000000 98.770 24.000 0.000000 103.720 24.000 0.000000 108.660 24.000 0.000000 113.600 24.000 0.000000 123.460 24.000 0.000000 128.410 24.000 0.000000 133.350 24.000 0.000000 138.300 24.000 0.000000 145.690 23.500 0.000000 153.630 23.500 0.000000 157.600 23.500 0.000000 165.540 23.500 0.000000 169.740 23.500 0.000000 231.570 23.500 0.000000 235.100 23.500 0.000000 238.620 23.500 0.000000 243.510 23.500 0.000000 248.400 23.500 0.000000 258.180 23.500 0.000000 263.090 23.500 0.000000 272.870 23.500 0.000000 277.760 23.500 0.000000 --------------------------------------------------------------------- Name: XA1280C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 21.290 0.000000 5.000 21.190 0.000000 15.010 21.140 0.000000 20.000 21.070 0.000000 25.000 21.090 0.000000 29.990 21.080 0.000000 35.010 20.980 0.000000 40.010 20.930 0.000000 45.000 20.910 0.000000 50.000 20.810 0.000000 54.990 20.770 0.000000 60.010 20.800 0.000000 65.000 20.610 0.000000 70.000 20.220 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 876 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 74.990 19.700 0.000000 80.010 19.240 0.000000 85.010 19.110 0.000000 90.000 19.100 0.000000 99.990 18.970 0.000000 110.000 19.000 0.000000 119.990 18.830 0.000000 130.000 18.860 0.000000 144.990 18.800 0.000000 150.010 18.740 0.000000 160.000 18.750 0.000000 164.990 18.700 0.000000 170.010 18.710 0.000000 175.010 18.780 0.000000 180.000 18.790 0.000000 185.000 18.760 0.000000 195.010 18.880 0.000000 205.000 18.840 0.000000 215.010 18.910 0.000000 225.000 23.500 0.000000 --------------------------------------------------------------------- Name: XA1280E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 25.000 0.000000 5.210 25.000 0.000000 10.450 25.000 0.000000 15.660 25.000 0.000000 20.890 25.000 0.000000 26.100 25.000 0.000000 31.340 25.000 0.000000 36.550 25.000 0.000000 41.790 25.000 0.000000 47.000 25.000 0.000000 52.240 25.000 0.000000 57.440 25.000 0.000000 62.680 25.000 0.000000 67.890 25.000 0.000000 73.130 25.000 0.000000 78.340 25.000 0.000000 83.550 25.000 0.000000 88.780 25.000 0.000000 93.990 25.000 0.000000 99.230 25.000 0.000000 104.440 25.000 0.000000 109.680 25.000 0.000000 114.890 25.000 0.000000 120.130 25.000 0.000000 125.330 25.000 0.000000 130.570 25.000 0.000000 135.780 25.000 0.000000 141.020 25.000 0.000000 146.230 25.000 0.000000 151.440 25.000 0.000000 156.670 25.000 0.000000 161.880 25.000 0.000000 167.120 25.000 0.000000 172.330 25.000 0.000000 176.510 25.000 0.000000 180.700 25.000 0.000000 184.880 25.000 0.000000 188.670 25.000 0.000000 192.420 25.000 0.000000 195.330 25.000 0.000000 198.250 25.000 0.000000 203.480 25.000 0.000000 208.750 25.000 0.000000 213.990 25.000 0.000000 219.230 25.000 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 877 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 224.500 25.000 0.000000 229.740 25.000 0.000000 234.980 25.000 0.000000 240.250 25.000 0.000000 245.490 25.000 0.000000 250.730 25.000 0.000000 255.970 25.000 0.000000 261.240 25.000 0.000000 266.480 25.000 0.000000 270.440 25.000 0.000000 275.310 25.000 0.000000 280.210 25.000 0.000000 285.110 25.000 0.000000 290.010 25.000 0.000000 294.900 25.000 0.000000 298.960 25.000 0.000000 303.060 25.000 0.000000 306.530 25.000 0.000000 310.000 25.000 0.000000 --------------------------------------------------------------------- Name: XA1280F Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 41.900 0.000000 9.400 41.900 0.000000 18.800 41.900 0.000000 28.300 41.800 0.000000 37.700 41.900 0.000000 47.100 42.100 0.000000 56.600 42.100 0.000000 66.000 41.900 0.000000 75.500 42.000 0.000000 84.900 42.000 0.000000 94.300 41.900 0.000000 103.700 41.900 0.000000 110.900 42.100 0.000000 118.200 42.200 0.000000 125.500 42.600 0.000000 135.800 42.700 0.000000 146.200 42.000 0.000000 156.500 41.300 0.000000 166.800 40.500 0.000000 177.000 39.800 0.000000 187.300 35.500 0.000000 197.600 25.000 0.000000 207.900 21.100 0.000000 218.200 20.600 0.000000 228.500 20.500 0.000000 238.700 20.400 0.000000 249.000 20.200 0.000000 259.300 20.100 0.000000 269.600 20.100 0.000000 279.900 20.200 0.000000 290.200 20.500 0.000000 300.400 20.700 0.000000 310.700 21.100 0.000000 321.000 21.400 0.000000 331.300 26.300 0.000000 341.600 43.200 0.000000 351.900 50.500 0.000000 362.100 50.300 0.000000 372.400 48.900 0.000000 382.700 48.400 0.000000 393.000 50.700 0.000000 400.700 50.800 0.000000 408.300 50.900 0.000000 415.600 50.900 0.000000 424.700 50.900 0.000000 433.900 50.900 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 878 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 442.900 51.000 0.000000 452.000 51.100 0.000000 461.100 51.100 0.000000 470.200 51.100 0.000000 480.000 51.100 0.000000 489.800 51.100 0.000000 499.600 51.100 0.000000 509.300 50.900 0.000000 519.200 50.900 0.000000 529.000 39.000 0.000000 538.700 30.700 0.000000 548.500 23.200 0.000000 558.300 21.400 0.000000 568.100 21.100 0.000000 577.900 20.800 0.000000 587.700 20.600 0.000000 596.500 20.500 0.000000 605.300 20.500 0.000000 614.100 20.600 0.000000 622.800 20.600 0.000000 633.000 20.800 0.000000 643.200 20.800 0.000000 653.400 21.000 0.000000 663.600 33.800 0.000000 673.700 36.700 0.000000 683.900 37.400 0.000000 694.100 38.300 0.000000 704.300 38.700 0.000000 712.600 38.300 0.000000 721.000 37.800 0.000000 729.300 37.200 0.000000 737.700 36.400 0.000000 747.400 35.500 0.000000 757.000 35.000 0.000000 766.600 34.800 0.000000 776.200 34.700 0.000000 785.800 32.700 0.000000 795.400 26.400 0.000000 805.000 27.600 0.000000 812.800 36.000 0.000000 820.600 36.100 0.000000 828.600 36.100 0.000000 836.400 36.000 0.000000 845.200 35.800 0.000000 854.000 35.800 0.000000 862.800 35.900 0.000000 871.600 36.000 0.000000 880.400 36.000 0.000000 --------------------------------------------------------------------- Name: XA1290B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.000 0.000000 105.000 22.000 0.000000 150.000 22.000 0.000000 202.600 22.000 0.000000 302.000 22.000 0.000000 325.000 22.000 0.000000 --------------------------------------------------------------------- Name: XA1290C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.000 0.000000 25.300 22.000 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 879 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 52.900 22.000 0.000000 80.700 22.000 0.000000 125.000 22.000 0.000000 230.000 22.000 0.000000 --------------------------------------------------------------------- Name: XA1300B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.200 0.000000 4.120 22.200 0.000000 8.250 22.200 0.000000 13.050 22.200 0.000000 20.460 22.200 0.000000 29.030 22.200 0.000000 33.310 22.200 0.000000 40.720 22.200 0.000000 44.690 22.200 0.000000 48.500 22.200 0.000000 52.310 22.200 0.000000 52.370 22.200 0.000000 56.080 22.200 0.000000 60.930 22.200 0.000000 73.360 22.200 0.000000 77.480 22.200 0.000000 81.290 22.200 0.000000 85.160 22.200 0.000000 89.130 22.200 0.000000 101.180 22.200 0.000000 105.100 22.200 0.000000 109.170 22.200 0.000000 112.930 22.200 0.000000 120.920 22.200 0.000000 125.150 22.200 0.000000 129.480 22.770 0.000000 133.130 23.910 0.000000 136.790 25.090 0.000000 140.810 26.030 0.000000 145.190 26.950 0.000000 149.000 27.140 0.000000 --------------------------------------------------------------------- Name: XA1310B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.900 0.000000 4.550 25.280 0.000000 9.100 25.660 0.000000 13.650 25.640 0.000000 18.170 25.800 0.000000 27.270 25.950 0.000000 31.200 26.070 0.000000 39.040 26.030 0.000000 42.960 26.080 0.000000 47.700 26.060 0.000000 60.640 25.920 0.000000 69.930 25.870 0.000000 73.820 25.810 0.000000 76.670 25.830 0.000000 85.640 25.750 0.000000 87.730 25.800 0.000000 91.420 25.830 0.000000 94.430 25.810 0.000000 97.410 25.790 0.000000 100.420 25.730 0.000000 104.290 25.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 880 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 113.910 25.540 0.000000 119.220 25.500 0.000000 122.770 25.490 0.000000 139.330 25.360 0.000000 145.290 25.360 0.000000 149.260 25.320 0.000000 157.210 25.300 0.000000 161.320 25.290 0.000000 164.950 25.310 0.000000 173.140 25.280 0.000000 186.970 25.270 0.000000 209.200 25.330 0.000000 213.230 25.300 0.000000 225.330 25.360 0.000000 238.120 25.290 0.000000 247.480 25.150 0.000000 252.140 25.170 0.000000 256.820 25.390 0.000000 261.500 25.390 0.000000 --------------------------------------------------------------------- Name: XA1330C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 35.640 0.000000 3.950 35.520 0.000000 7.180 35.330 0.000000 11.360 34.920 0.000000 15.630 34.710 0.000000 19.880 34.860 0.000000 22.880 34.900 0.000000 25.870 34.910 0.000000 28.090 34.970 0.000000 34.410 34.990 0.000000 37.830 35.070 0.000000 48.740 35.420 0.000000 52.820 35.520 0.000000 56.770 35.540 0.000000 65.450 35.720 0.000000 72.810 35.760 0.000000 76.770 35.930 0.000000 84.480 36.340 0.000000 87.350 36.460 0.000000 97.260 36.800 0.000000 107.170 37.070 0.000000 --------------------------------------------------------------------- Name: XA1340B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 35.750 0.000000 8.810 35.740 0.000000 17.620 35.800 0.000000 22.040 35.990 0.000000 26.440 35.760 0.000000 29.530 35.670 0.000000 32.620 35.700 0.000000 43.770 35.650 0.000000 48.640 35.620 0.000000 52.810 35.540 0.000000 56.980 35.510 0.000000 64.900 35.540 0.000000 68.790 35.510 0.000000 76.760 35.640 0.000000 --------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 881 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: XA1340D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 41.010 0.000000 7.930 40.710 0.000000 11.880 40.410 0.000000 19.870 40.030 0.000000 23.770 39.900 0.000000 33.520 39.760 0.000000 38.380 39.820 0.000000 43.270 39.680 0.000000 48.130 39.510 0.000000 52.990 39.180 0.000000 57.870 39.050 0.000000 62.730 38.750 0.000000 67.600 38.620 0.000000 77.340 38.440 0.000000 87.060 38.020 0.000000 95.450 37.900 0.000000 99.590 37.680 0.000000 101.730 37.680 0.000000 105.920 37.620 0.000000 108.220 37.520 0.000000 111.530 37.550 0.000000 116.470 37.300 0.000000 126.140 37.330 0.000000 130.940 37.110 0.000000 135.780 36.860 0.000000 140.610 36.820 0.000000 145.450 36.620 0.000000 150.250 36.460 0.000000 155.090 36.390 0.000000 159.920 36.390 0.000000 163.850 36.490 0.000000 167.770 36.370 0.000000 176.080 36.250 0.000000 180.460 36.150 0.000000 184.810 35.990 0.000000 189.190 35.970 0.000000 193.390 35.810 0.000000 197.580 35.580 0.000000 202.440 35.450 0.000000 207.300 35.450 0.000000 212.160 35.500 0.000000 217.050 35.590 0.000000 221.110 35.570 0.000000 224.950 35.690 0.000000 228.990 35.770 0.000000 232.990 35.780 0.000000 236.330 35.890 0.000000 247.920 35.870 0.000000 255.190 35.790 0.000000 259.140 35.700 0.000000 267.070 35.750 0.000000 --------------------------------------------------------------------- Name: XA1340F Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 40.500 0.000000 90.000 39.000 0.000000 --------------------------------------------------------------------- Name: XA1400B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 882 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.090 0.000000 4.140 52.950 0.000000 8.070 52.750 0.000000 12.410 52.500 0.000000 16.150 52.190 0.000000 19.360 52.040 0.000000 23.440 52.010 0.000000 31.770 52.390 0.000000 40.040 52.460 0.000000 51.600 52.640 0.000000 63.560 52.850 0.000000 67.980 53.000 0.000000 72.400 52.980 0.000000 76.810 52.850 0.000000 81.230 52.810 0.000000 85.650 52.850 0.000000 90.060 52.950 0.000000 93.970 52.950 0.000000 100.920 53.080 0.000000 105.860 53.090 0.000000 110.550 53.050 0.000000 122.400 53.190 0.000000 129.910 53.360 0.000000 141.680 53.520 0.000000 145.800 53.600 0.000000 157.360 53.850 0.000000 165.550 54.060 0.000000 174.130 54.220 0.000000 182.300 54.530 0.000000 186.490 54.600 0.000000 190.420 54.780 0.000000 194.560 54.840 0.000000 --------------------------------------------------------------------- Name: XA1410B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.980 0.000000 7.980 55.120 0.000000 17.600 55.410 0.000000 27.380 55.590 0.000000 37.110 55.650 0.000000 40.570 55.550 0.000000 44.040 55.350 0.000000 49.010 55.000 0.000000 93.740 55.140 0.000000 98.710 55.070 0.000000 103.610 54.790 0.000000 108.510 54.640 0.000000 118.310 54.620 0.000000 123.240 54.570 0.000000 127.200 54.490 0.000000 135.130 54.250 0.000000 139.100 54.330 0.000000 148.940 54.600 0.000000 153.870 54.600 0.000000 158.790 54.570 0.000000 163.710 54.650 0.000000 173.560 54.920 0.000000 178.480 55.100 0.000000 183.410 55.320 0.000000 188.310 55.220 0.000000 193.230 54.990 0.000000 198.150 54.850 0.000000 203.080 54.790 0.000000 208.000 54.790 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 883 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 212.920 54.820 0.000000 222.770 54.970 0.000000 --------------------------------------------------------------------- Name: XA1410C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.340 0.000000 4.750 55.870 0.000000 9.560 55.290 0.000000 14.300 54.770 0.000000 19.050 54.520 0.000000 23.860 54.520 0.000000 28.610 54.470 0.000000 32.370 54.590 0.000000 36.190 54.920 0.000000 39.480 55.160 0.000000 43.240 55.350 0.000000 52.010 55.470 0.000000 55.110 55.570 0.000000 59.720 55.420 0.000000 63.410 55.180 0.000000 67.100 54.850 0.000000 71.720 54.630 0.000000 75.340 54.680 0.000000 85.430 55.070 0.000000 88.330 55.100 0.000000 92.880 55.240 0.000000 97.430 55.690 0.000000 101.320 55.900 0.000000 105.270 55.760 0.000000 109.160 55.540 0.000000 112.260 55.550 0.000000 115.360 55.620 0.000000 119.110 55.800 0.000000 122.870 56.060 0.000000 126.630 56.260 0.000000 133.090 56.160 0.000000 140.010 56.100 0.000000 144.890 56.210 0.000000 147.850 56.400 0.000000 150.820 56.480 0.000000 154.510 56.620 0.000000 164.730 57.150 0.000000 167.560 57.080 0.000000 172.570 56.460 0.000000 177.520 56.310 0.000000 182.530 56.320 0.000000 190.770 56.390 0.000000 194.260 56.440 0.000000 197.890 56.600 0.000000 201.450 56.690 0.000000 206.190 56.750 0.000000 210.940 56.920 0.000000 215.620 57.030 0.000000 220.360 56.830 0.000000 225.110 56.720 0.000000 229.860 56.940 0.000000 234.540 56.890 0.000000 236.840 56.900 0.000000 240.140 57.090 0.000000 243.370 57.220 0.000000 246.200 57.410 0.000000 251.350 57.230 0.000000 255.430 57.140 0.000000 262.950 56.800 0.000000 267.030 56.740 0.000000 270.130 56.740 0.000000 278.500 56.580 0.000000 282.390 56.550 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 884 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 290.760 56.560 0.000000 295.250 56.300 0.000000 299.800 56.220 0.000000 304.340 56.320 0.000000 308.890 56.320 0.000000 312.320 56.180 0.000000 316.210 56.130 0.000000 320.100 56.010 0.000000 327.810 56.010 0.000000 330.970 56.120 0.000000 335.520 56.090 0.000000 340.010 56.080 0.000000 350.090 56.170 0.000000 362.290 56.220 0.000000 366.700 56.130 0.000000 371.120 56.100 0.000000 375.530 56.130 0.000000 384.100 56.100 0.000000 390.830 56.160 0.000000 398.140 56.310 0.000000 403.550 56.370 0.000000 431.040 56.400 0.000000 467.030 56.310 0.000000 499.260 56.280 0.000000 516.990 56.300 0.000000 534.530 56.260 0.000000 541.910 56.280 0.000000 551.670 56.430 0.000000 556.350 56.430 0.000000 563.530 56.240 0.000000 570.720 56.110 0.000000 579.160 56.030 0.000000 595.500 55.950 0.000000 599.330 55.540 0.000000 603.220 55.240 0.000000 607.960 55.240 0.000000 615.340 55.150 0.000000 619.040 55.130 0.000000 622.860 55.200 0.000000 630.570 55.140 0.000000 640.130 54.880 0.000000 644.880 54.910 0.000000 649.620 54.890 0.000000 654.430 54.910 0.000000 659.180 54.980 0.000000 --------------------------------------------------------------------- Name: XA1410D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.950 0.000000 8.310 54.830 0.000000 19.550 54.780 0.000000 23.290 54.860 0.000000 27.000 54.970 0.000000 30.720 55.130 0.000000 35.550 54.950 0.000000 40.300 54.960 0.000000 45.050 55.000 0.000000 48.880 54.990 0.000000 53.940 55.020 0.000000 62.930 55.300 0.000000 65.770 55.360 0.000000 81.710 55.620 0.000000 87.890 55.760 0.000000 90.920 55.780 0.000000 93.950 55.740 0.000000 97.850 55.630 0.000000 101.720 55.630 0.000000 108.800 55.710 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 885 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 112.340 55.720 0.000000 118.430 55.920 0.000000 121.990 56.010 0.000000 125.530 56.140 0.000000 129.090 56.310 0.000000 131.730 56.520 0.000000 134.370 56.590 0.000000 149.230 57.620 0.000000 157.700 58.120 0.000000 164.710 58.430 0.000000 168.300 58.530 0.000000 176.540 58.410 0.000000 180.240 58.320 0.000000 189.320 58.330 0.000000 191.760 58.380 0.000000 195.120 58.140 0.000000 198.490 57.970 0.000000 201.850 58.000 0.000000 206.360 58.220 0.000000 210.860 58.490 0.000000 215.370 58.840 0.000000 219.880 59.120 0.000000 --------------------------------------------------------------------- Name: XA1410E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.970 0.000000 6.990 55.090 0.000000 10.200 55.190 0.000000 13.410 55.240 0.000000 18.150 55.030 0.000000 22.880 54.910 0.000000 27.620 54.850 0.000000 32.550 54.830 0.000000 42.430 55.050 0.000000 52.310 54.790 0.000000 62.180 54.650 0.000000 67.130 54.630 0.000000 72.060 54.670 0.000000 76.990 54.610 0.000000 81.940 54.600 0.000000 86.880 54.470 0.000000 91.810 54.690 0.000000 96.760 54.820 0.000000 101.690 54.850 0.000000 106.620 54.850 0.000000 111.570 54.810 0.000000 116.510 54.830 0.000000 126.000 54.750 0.000000 135.140 54.920 0.000000 139.700 54.900 0.000000 144.270 54.830 0.000000 147.970 54.820 0.000000 151.590 54.840 0.000000 159.640 54.950 0.000000 --------------------------------------------------------------------- Name: XA1410F Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.280 0.000000 4.610 57.500 0.000000 9.210 57.590 0.000000 13.820 57.630 0.000000 23.030 57.430 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 886 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.880 57.460 0.000000 35.420 57.080 0.000000 42.360 56.370 0.000000 46.830 56.190 0.000000 51.000 55.870 0.000000 54.590 55.760 0.000000 62.390 55.650 0.000000 66.090 55.560 0.000000 70.500 55.520 0.000000 82.250 55.320 0.000000 85.230 55.390 0.000000 90.230 55.410 0.000000 100.210 55.570 0.000000 105.220 55.680 0.000000 110.220 55.830 0.000000 115.200 55.920 0.000000 125.190 56.000 0.000000 130.190 56.020 0.000000 134.130 56.140 0.000000 138.080 56.400 0.000000 142.020 56.440 0.000000 150.880 56.360 0.000000 160.700 56.400 0.000000 170.510 56.480 0.000000 185.240 56.340 0.000000 --------------------------------------------------------------------- Name: XA1410G Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.990 0.000000 3.890 58.970 0.000000 8.430 58.890 0.000000 12.930 58.880 0.000000 17.690 58.870 0.000000 22.450 58.840 0.000000 27.210 58.740 0.000000 31.940 58.700 0.000000 36.700 58.620 0.000000 41.460 58.520 0.000000 46.220 58.450 0.000000 50.950 58.350 0.000000 55.710 58.260 0.000000 60.470 58.180 0.000000 65.230 58.080 0.000000 69.990 58.000 0.000000 74.420 57.930 0.000000 78.890 57.900 0.000000 82.790 57.860 0.000000 86.680 57.710 0.000000 90.570 57.560 0.000000 93.820 57.530 0.000000 97.030 57.580 0.000000 100.510 57.430 0.000000 104.010 57.310 0.000000 108.580 57.300 0.000000 113.280 57.290 0.000000 117.970 57.320 0.000000 122.700 57.410 0.000000 126.240 57.540 0.000000 129.810 57.710 0.000000 133.380 57.840 0.000000 137.750 57.970 0.000000 142.090 58.130 0.000000 146.470 58.310 0.000000 150.840 58.550 0.000000 155.220 58.820 0.000000 159.590 59.080 0.000000 163.380 59.100 0.000000 167.150 58.970 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 887 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 170.940 58.760 0.000000 174.830 58.600 0.000000 178.730 58.470 0.000000 182.620 58.430 0.000000 186.510 58.530 0.000000 190.110 58.400 0.000000 193.680 58.170 0.000000 196.250 57.970 0.000000 198.860 57.720 0.000000 202.720 57.230 0.000000 206.580 56.630 0.000000 210.440 56.230 0.000000 214.300 56.130 0.000000 218.580 56.060 0.000000 222.820 55.920 0.000000 227.390 55.680 0.000000 231.990 55.610 0.000000 236.550 55.670 0.000000 240.480 55.710 0.000000 244.430 55.690 0.000000 248.810 55.590 0.000000 253.180 55.610 0.000000 257.400 55.510 0.000000 261.580 55.450 0.000000 266.010 55.430 0.000000 270.450 55.620 0.000000 273.860 55.770 0.000000 277.270 55.860 0.000000 280.680 55.900 0.000000 285.120 55.930 0.000000 289.240 55.950 0.000000 293.320 56.060 0.000000 297.440 56.360 0.000000 301.260 56.500 0.000000 305.120 56.670 0.000000 308.950 56.720 0.000000 313.160 56.840 0.000000 317.410 57.030 0.000000 321.620 57.280 0.000000 --------------------------------------------------------------------- Name: XA1420B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.800 0.000000 100.000 59.800 0.000000 195.000 59.800 0.000000 230.000 59.800 0.000000 265.000 59.800 0.000000 269.360 59.800 0.000000 280.000 59.800 0.000000 --------------------------------------------------------------------- Name: XA1420C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.800 0.000000 2.870 59.800 0.000000 5.740 59.800 0.000000 9.770 59.800 0.000000 17.840 59.800 0.000000 25.920 59.800 0.000000 30.320 59.800 0.000000 34.730 59.800 0.000000 39.130 59.800 0.000000 154.460 59.800 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 888 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 197.040 59.800 0.000000 --------------------------------------------------------------------- Name: XA1430C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.420 0.000000 4.900 58.520 0.000000 24.720 59.120 0.000000 34.640 59.390 0.000000 44.550 59.760 0.000000 49.450 59.860 0.000000 59.360 60.190 0.000000 64.260 60.380 0.000000 74.170 60.620 0.000000 83.150 60.940 0.000000 87.110 61.020 0.000000 95.040 61.380 0.000000 98.590 61.370 0.000000 103.280 61.630 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53.060 0.000000 382.550 53.020 0.000000 386.730 53.040 0.000000 399.660 53.190 0.000000 411.240 53.220 0.000000 419.690 53.290 0.000000 438.680 53.140 0.000000 458.810 53.090 0.000000 478.220 53.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 889 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 483.120 53.010 0.000000 495.010 53.120 0.000000 502.730 53.270 0.000000 507.320 53.410 0.000000 512.330 53.660 0.000000 514.940 53.580 0.000000 522.450 53.300 0.000000 540.710 52.980 0.000000 549.990 52.890 0.000000 556.770 52.870 0.000000 569.500 52.940 0.000000 573.460 52.980 0.000000 582.750 53.120 0.000000 598.190 53.440 0.000000 602.150 53.570 0.000000 606.010 53.610 0.000000 610.190 53.610 0.000000 613.940 53.780 0.000000 620.300 54.230 0.000000 626.980 54.330 0.000000 635.330 54.700 0.000000 639.500 54.830 0.000000 650.770 54.930 0.000000 658.070 54.970 0.000000 693.750 55.040 0.000000 733.080 54.900 0.000000 749.560 54.900 0.000000 753.000 54.920 0.000000 767.920 54.790 0.000000 779.710 54.760 0.000000 789.410 54.790 0.000000 802.140 54.920 0.000000 805.900 54.940 0.000000 832.910 54.930 0.000000 841.360 54.890 0.000000 848.980 54.910 0.000000 853.360 54.990 0.000000 857.640 55.200 0.000000 861.290 55.220 0.000000 864.940 55.180 0.000000 873.080 55.150 0.000000 877.150 54.920 0.000000 879.650 54.960 0.000000 882.260 54.940 0.000000 886.950 55.170 0.000000 889.770 55.210 0.000000 893.840 55.150 0.000000 899.260 55.000 0.000000 902.290 54.990 0.000000 907.190 54.810 0.000000 912.200 54.560 0.000000 920.860 54.480 0.000000 928.790 54.260 0.000000 933.170 54.300 0.000000 941.720 54.140 0.000000 946.000 54.110 0.000000 960.190 54.160 0.000000 973.120 54.560 0.000000 975.630 54.700 0.000000 978.130 54.850 0.000000 987.210 55.750 0.000000 990.960 55.930 0.000000 994.720 56.060 0.000000 1002.750 56.200 0.000000 1006.720 56.400 0.000000 1010.580 56.660 0.000000 1013.920 56.800 0.000000 1018.510 56.940 0.000000 1035.610 57.300 0.000000 1043.230 57.390 0.000000 --------------------------------------------------------------------- Name: XA1440B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 890 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 25.000 0.000000 3.760 25.000 0.000000 7.530 25.000 0.000000 11.790 28.000 0.000000 19.680 28.000 0.000000 23.630 28.000 0.000000 27.580 28.000 0.000000 32.480 28.000 0.000000 37.370 28.000 0.000000 42.270 28.000 0.000000 47.180 28.000 0.000000 52.080 28.000 0.000000 56.980 28.000 0.000000 61.870 28.000 0.000000 66.780 28.000 0.000000 76.580 28.000 0.000000 81.470 28.000 0.000000 86.380 28.000 0.000000 91.280 28.000 0.000000 96.180 28.000 0.000000 101.080 28.000 0.000000 105.990 28.000 0.000000 110.880 28.000 0.000000 115.780 28.000 0.000000 --------------------------------------------------------------------- Name: XA1440C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 28.000 0.000000 3.880 28.000 0.000000 7.800 28.000 0.000000 11.680 28.000 0.000000 15.980 28.000 0.000000 20.230 28.000 0.000000 25.150 28.000 0.000000 30.120 28.000 0.000000 35.040 28.000 0.000000 44.930 28.000 0.000000 54.690 28.000 0.000000 59.530 28.000 0.000000 64.410 28.000 0.000000 69.290 28.000 0.000000 74.130 28.000 0.000000 88.730 28.000 0.000000 93.610 28.000 0.000000 98.450 28.000 0.000000 108.210 28.000 0.000000 117.930 28.000 0.000000 127.640 28.000 0.000000 132.530 28.000 0.000000 142.240 28.000 0.000000 147.130 28.000 0.000000 151.960 28.000 0.000000 156.840 28.000 0.000000 161.730 28.000 0.000000 165.940 28.000 0.000000 170.190 28.000 0.000000 174.450 28.000 0.000000 178.660 28.000 0.000000 182.920 28.000 0.000000 277.520 28.000 0.000000 282.280 28.000 0.000000 287.030 28.000 0.000000 296.540 28.000 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 891 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 303.340 28.000 0.000000 311.230 28.000 0.000000 316.030 28.000 0.000000 319.530 28.000 0.000000 327.120 28.000 0.000000 330.960 28.000 0.000000 334.800 28.000 0.000000 338.680 28.000 0.000000 343.140 28.000 0.000000 348.100 28.000 0.000000 357.950 28.000 0.000000 367.830 28.000 0.000000 372.760 28.000 0.000000 387.560 28.000 0.000000 392.490 28.000 0.000000 402.330 28.000 0.000000 412.220 28.000 0.000000 417.140 28.000 0.000000 --------------------------------------------------------------------- Name: XA1440D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 32.860 0.000000 4.860 31.900 0.000000 9.790 30.230 0.000000 14.650 28.670 0.000000 19.510 27.470 0.000000 24.440 26.510 0.000000 29.300 25.630 0.000000 34.160 24.960 0.000000 39.080 24.500 0.000000 43.940 24.780 0.000000 48.800 25.890 0.000000 53.730 26.250 0.000000 58.590 26.420 0.000000 63.450 26.630 0.000000 68.380 26.810 0.000000 73.240 26.900 0.000000 78.100 26.930 0.000000 83.030 26.820 0.000000 87.890 26.810 0.000000 92.750 26.880 0.000000 97.680 26.780 0.000000 102.530 26.720 0.000000 107.390 26.550 0.000000 112.110 26.540 0.000000 116.900 26.480 0.000000 135.790 26.360 0.000000 149.950 26.320 0.000000 154.670 26.220 0.000000 159.390 26.080 0.000000 164.110 26.020 0.000000 168.900 26.060 0.000000 173.620 26.210 0.000000 178.550 26.200 0.000000 183.550 26.140 0.000000 193.480 26.130 0.000000 198.470 26.160 0.000000 203.470 26.480 0.000000 208.470 26.560 0.000000 218.400 26.680 0.000000 223.400 26.680 0.000000 233.320 26.610 0.000000 248.250 26.820 0.000000 253.250 26.780 0.000000 258.180 26.670 0.000000 263.180 26.610 0.000000 268.170 26.640 0.000000 273.170 26.850 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 892 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 278.100 26.790 0.000000 283.100 26.830 0.000000 288.100 26.750 0.000000 293.030 26.750 0.000000 298.020 26.780 0.000000 303.020 26.850 0.000000 307.740 26.970 0.000000 312.530 27.010 0.000000 317.250 26.750 0.000000 326.760 26.850 0.000000 336.280 26.850 0.000000 370.240 26.800 0.000000 396.110 26.500 0.000000 421.610 25.500 0.000000 435.540 25.580 0.000000 440.260 25.560 0.000000 444.980 25.600 0.000000 449.770 25.470 0.000000 454.490 25.510 0.000000 459.210 25.410 0.000000 463.930 25.370 0.000000 468.650 25.540 0.000000 473.380 25.860 0.000000 482.890 25.590 0.000000 486.770 25.620 0.000000 494.690 25.810 0.000000 498.580 25.750 0.000000 506.910 25.530 0.000000 515.860 25.480 0.000000 520.300 25.490 0.000000 524.750 25.570 0.000000 533.630 25.500 0.000000 538.080 25.490 0.000000 542.520 25.680 0.000000 547.310 25.830 0.000000 552.170 25.670 0.000000 556.960 25.600 0.000000 561.750 25.700 0.000000 566.540 25.560 0.000000 576.190 25.190 0.000000 580.980 24.880 0.000000 585.770 24.430 0.000000 590.560 24.030 0.000000 595.350 24.020 0.000000 605.000 25.020 0.000000 609.580 25.260 0.000000 623.460 25.560 0.000000 628.050 25.590 0.000000 632.700 25.660 0.000000 637.280 25.660 0.000000 646.650 25.480 0.000000 651.930 25.570 0.000000 654.910 25.490 0.000000 658.310 25.470 0.000000 661.650 25.550 0.000000 664.980 25.480 0.000000 668.590 25.320 0.000000 672.200 25.040 0.000000 676.780 24.940 0.000000 690.250 25.070 0.000000 694.690 25.200 0.000000 699.060 25.200 0.000000 707.810 24.800 0.000000 --------------------------------------------------------------------- Name: XA1450B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 26.220 0.000000 4.920 26.000 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 893 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 9.880 25.680 0.000000 14.800 25.180 0.000000 47.080 24.940 0.000000 51.450 25.000 0.000000 56.440 24.960 0.000000 61.400 24.970 0.000000 66.350 24.930 0.000000 69.160 24.950 0.000000 77.100 24.950 0.000000 81.440 25.010 0.000000 85.730 25.040 0.000000 90.030 25.000 0.000000 94.330 25.050 0.000000 98.870 25.150 0.000000 103.410 25.070 0.000000 122.070 25.030 0.000000 131.460 24.940 0.000000 150.670 24.820 0.000000 165.370 24.690 0.000000 170.290 24.680 0.000000 175.180 24.580 0.000000 180.070 24.560 0.000000 184.990 24.570 0.000000 189.880 24.540 0.000000 194.760 24.550 0.000000 204.580 24.470 0.000000 209.460 24.560 0.000000 219.280 24.390 0.000000 224.160 24.410 0.000000 229.090 24.340 0.000000 233.970 24.350 0.000000 238.860 24.300 0.000000 248.670 24.410 0.000000 263.370 24.670 0.000000 268.300 24.780 0.000000 282.990 25.210 0.000000 287.880 25.410 0.000000 297.690 25.870 0.000000 302.580 26.060 0.000000 307.470 26.310 0.000000 317.280 26.760 0.000000 327.090 27.260 0.000000 336.870 27.800 0.000000 346.680 28.430 0.000000 --------------------------------------------------------------------- Name: XA1460B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 28.430 0.000000 4.730 28.700 0.000000 14.180 29.170 0.000000 18.900 29.440 0.000000 23.630 29.800 0.000000 28.350 30.260 0.000000 37.810 30.990 0.000000 47.260 31.690 0.000000 51.980 32.000 0.000000 56.710 32.350 0.000000 61.430 32.650 0.000000 66.160 32.890 0.000000 70.890 33.070 0.000000 84.640 33.440 0.000000 89.160 33.530 0.000000 95.510 33.720 0.000000 99.260 33.810 0.000000 103.020 33.840 0.000000 110.520 33.790 0.000000 --------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 894 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: XA1460C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 30.590 0.000000 4.710 30.450 0.000000 14.130 29.790 0.000000 22.640 29.290 0.000000 31.150 28.740 0.000000 35.860 28.580 0.000000 40.570 28.470 0.000000 45.280 28.430 0.000000 --------------------------------------------------------------------- Name: XA1480B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 33.870 0.000000 5.000 33.890 0.000000 10.000 33.780 0.000000 15.000 33.830 0.000000 20.000 33.910 0.000000 25.000 34.030 0.000000 35.000 34.330 0.000000 40.000 34.370 0.000000 --------------------------------------------------------------------- Name: XA1480C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 37.410 0.000000 7.390 37.320 0.000000 11.100 37.460 0.000000 15.720 37.330 0.000000 29.640 36.440 0.000000 34.260 36.050 0.000000 38.910 35.770 0.000000 53.350 35.600 0.000000 58.260 35.460 0.000000 63.170 35.460 0.000000 68.060 35.220 0.000000 72.970 35.200 0.000000 77.880 34.880 0.000000 82.790 34.780 0.000000 87.710 34.570 0.000000 92.590 34.500 0.000000 97.500 34.340 0.000000 102.420 34.290 0.000000 112.210 34.250 0.000000 117.120 34.280 0.000000 122.040 34.060 0.000000 126.950 33.890 0.000000 131.860 33.670 0.000000 136.750 33.550 0.000000 141.660 33.490 0.000000 146.570 33.550 0.000000 151.480 33.680 0.000000 156.390 33.870 0.000000 161.280 33.790 0.000000 166.190 33.650 0.000000 176.010 33.690 0.000000 185.810 33.620 0.000000 190.720 33.490 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 895 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 195.630 33.320 0.000000 200.540 33.420 0.000000 205.430 33.760 0.000000 210.340 33.870 0.000000 214.560 33.760 0.000000 218.770 33.590 0.000000 222.980 33.320 0.000000 227.200 33.370 0.000000 231.410 33.750 0.000000 235.620 33.910 0.000000 238.200 33.950 0.000000 240.750 33.870 0.000000 --------------------------------------------------------------------- Name: XA1500B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 44.570 0.000000 4.940 44.410 0.000000 9.870 44.130 0.000000 16.620 44.020 0.000000 24.530 43.840 0.000000 31.940 43.560 0.000000 38.080 43.350 0.000000 40.620 43.300 0.000000 43.160 43.420 0.000000 46.870 43.670 0.000000 50.570 43.690 0.000000 62.350 44.150 0.000000 66.800 44.230 0.000000 71.250 44.570 0.000000 75.700 45.030 0.000000 80.150 45.370 0.000000 84.600 45.430 0.000000 --------------------------------------------------------------------- Name: XA1520B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 45.540 0.000000 4.420 45.600 0.000000 15.860 45.300 0.000000 19.650 45.260 0.000000 26.620 45.230 0.000000 30.860 45.270 0.000000 39.300 45.470 0.000000 43.490 45.500 0.000000 47.740 45.780 0.000000 51.760 45.950 0.000000 63.540 46.210 0.000000 70.560 46.310 0.000000 74.810 46.340 0.000000 79.510 46.520 0.000000 84.210 46.740 0.000000 88.910 46.860 0.000000 92.700 46.880 0.000000 96.330 46.830 0.000000 99.380 46.900 0.000000 102.390 47.080 0.000000 104.710 47.180 0.000000 108.610 47.300 0.000000 112.410 47.460 0.000000 115.810 47.560 0.000000 123.790 47.710 0.000000 132.000 47.960 0.000000 135.120 48.090 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 896 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 141.570 48.310 0.000000 144.910 48.410 0.000000 148.250 48.470 0.000000 151.770 48.740 0.000000 155.220 48.950 0.000000 158.730 49.030 0.000000 165.530 49.570 0.000000 169.320 49.930 0.000000 173.110 50.210 0.000000 176.970 50.450 0.000000 180.760 50.640 0.000000 183.310 50.740 0.000000 194.410 51.530 0.000000 198.030 51.750 0.000000 206.470 52.080 0.000000 211.000 52.140 0.000000 215.530 52.040 0.000000 219.890 52.040 0.000000 224.310 52.170 0.000000 229.860 52.240 0.000000 233.480 52.340 0.000000 237.050 52.500 0.000000 240.670 52.770 0.000000 244.810 53.020 0.000000 249.680 53.250 0.000000 259.470 53.630 0.000000 269.210 54.180 0.000000 274.140 54.400 0.000000 279.010 54.500 0.000000 283.940 54.720 0.000000 288.810 54.800 0.000000 298.600 55.100 0.000000 303.530 55.070 0.000000 308.400 55.180 0.000000 323.130 55.400 0.000000 328.000 55.600 0.000000 332.870 55.590 0.000000 342.660 55.770 0.000000 347.590 55.910 0.000000 355.120 56.040 0.000000 359.710 56.210 0.000000 363.220 56.260 0.000000 368.090 56.170 0.000000 372.960 56.100 0.000000 377.830 56.110 0.000000 387.570 56.210 0.000000 395.890 56.170 0.000000 400.760 56.190 0.000000 405.690 56.270 0.000000 425.280 55.720 0.000000 430.210 55.910 0.000000 435.140 56.020 0.000000 444.930 56.190 0.000000 454.730 56.130 0.000000 459.660 56.050 0.000000 464.530 55.800 0.000000 469.450 55.510 0.000000 474.320 55.960 0.000000 479.250 56.040 0.000000 489.050 56.380 0.000000 497.370 55.970 0.000000 504.680 55.870 0.000000 511.360 55.670 0.000000 514.190 55.690 0.000000 521.500 55.850 0.000000 529.480 55.970 0.000000 534.180 55.960 0.000000 538.820 55.790 0.000000 542.280 55.530 0.000000 545.390 55.100 0.000000 548.510 54.850 0.000000 551.230 54.760 0.000000 554.000 54.740 0.000000 558.080 54.720 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 897 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 562.210 54.770 0.000000 566.290 54.750 0.000000 --------------------------------------------------------------------- Name: XA1520C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 46.620 0.000000 4.200 46.730 0.000000 8.420 46.730 0.000000 12.620 46.590 0.000000 16.830 46.180 0.000000 19.640 45.960 0.000000 22.460 45.870 0.000000 29.490 45.810 0.000000 36.960 45.760 0.000000 51.610 45.790 0.000000 61.390 45.670 0.000000 66.260 45.650 0.000000 71.150 45.670 0.000000 76.040 45.640 0.000000 80.910 45.660 0.000000 85.800 45.590 0.000000 95.560 45.560 0.000000 100.450 45.480 0.000000 105.330 45.570 0.000000 110.220 45.580 0.000000 115.100 45.510 0.000000 119.980 45.480 0.000000 130.530 45.560 0.000000 134.920 45.580 0.000000 139.130 45.540 0.000000 143.360 45.540 0.000000 --------------------------------------------------------------------- Name: XA1530B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 46.620 0.000000 4.120 47.030 0.000000 8.230 47.370 0.000000 12.350 47.480 0.000000 14.650 47.520 0.000000 17.820 47.820 0.000000 20.990 48.050 0.000000 24.730 48.150 0.000000 34.730 48.370 0.000000 40.950 48.440 0.000000 44.650 48.450 0.000000 48.310 48.420 0.000000 52.590 48.330 0.000000 56.750 48.380 0.000000 63.700 48.630 0.000000 67.570 48.600 0.000000 71.440 48.530 0.000000 76.300 48.530 0.000000 81.150 48.660 0.000000 85.970 48.840 0.000000 95.680 49.040 0.000000 100.530 49.570 0.000000 110.210 49.890 0.000000 129.090 50.480 0.000000 132.920 50.450 0.000000 147.080 50.620 0.000000 153.990 50.550 0.000000 158.020 50.660 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 898 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 162.100 50.880 0.000000 166.170 51.200 0.000000 173.410 51.690 0.000000 177.650 51.780 0.000000 181.690 51.970 0.000000 189.750 52.490 0.000000 193.780 52.570 0.000000 200.820 52.560 0.000000 203.830 52.520 0.000000 207.940 52.630 0.000000 216.170 53.030 0.000000 220.370 53.070 0.000000 229.130 53.220 0.000000 233.500 53.480 0.000000 242.220 53.850 0.000000 250.290 54.520 0.000000 253.990 54.670 0.000000 258.150 55.000 0.000000 262.340 55.160 0.000000 266.500 55.210 0.000000 271.070 55.220 0.000000 275.640 55.180 0.000000 288.150 55.340 0.000000 291.480 55.360 0.000000 296.290 55.520 0.000000 299.750 55.590 0.000000 303.170 55.580 0.000000 307.240 55.620 0.000000 318.930 55.820 0.000000 327.280 56.000 0.000000 333.500 56.080 0.000000 343.450 56.080 0.000000 348.430 56.150 0.000000 353.410 56.160 0.000000 358.390 56.120 0.000000 363.370 56.110 0.000000 372.590 56.150 0.000000 380.860 56.310 0.000000 389.420 56.520 0.000000 399.420 56.720 0.000000 403.450 56.780 0.000000 411.520 56.820 0.000000 --------------------------------------------------------------------- Name: XA1530C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 46.020 0.000000 4.660 46.240 0.000000 9.290 46.280 0.000000 18.590 46.140 0.000000 23.250 46.000 0.000000 30.520 45.420 0.000000 34.160 45.170 0.000000 38.700 44.980 0.000000 43.240 44.930 0.000000 48.110 45.000 0.000000 52.960 44.920 0.000000 62.690 45.030 0.000000 67.570 45.010 0.000000 72.420 45.020 0.000000 75.960 45.150 0.000000 79.480 45.160 0.000000 87.500 45.070 0.000000 91.440 44.940 0.000000 99.340 44.450 0.000000 104.340 44.250 0.000000 109.320 44.330 0.000000 114.290 44.290 0.000000 119.290 44.380 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 899 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 124.270 44.500 0.000000 144.220 44.750 0.000000 149.190 44.880 0.000000 154.200 44.910 0.000000 159.170 44.820 0.000000 169.150 44.870 0.000000 179.090 45.010 0.000000 184.100 45.050 0.000000 189.070 45.020 0.000000 194.080 45.050 0.000000 199.050 45.130 0.000000 204.020 45.260 0.000000 209.030 45.320 0.000000 214.000 45.220 0.000000 219.000 45.270 0.000000 223.570 45.280 0.000000 232.770 45.440 0.000000 241.970 45.270 0.000000 246.570 45.270 0.000000 255.770 45.750 0.000000 268.140 45.880 0.000000 272.250 46.040 0.000000 276.350 46.160 0.000000 280.020 46.120 0.000000 282.570 46.240 0.000000 292.570 46.440 0.000000 297.140 46.430 0.000000 301.710 46.490 0.000000 306.250 46.510 0.000000 310.820 46.620 0.000000 --------------------------------------------------------------------- Name: XA1540B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 46.020 0.000000 4.450 46.390 0.000000 8.910 46.600 0.000000 17.810 47.180 0.000000 26.220 47.550 0.000000 30.150 47.760 0.000000 34.130 47.870 0.000000 --------------------------------------------------------------------- Name: XA1550B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.750 0.000000 4.170 55.760 0.000000 8.150 55.840 0.000000 11.970 55.970 0.000000 15.980 56.190 0.000000 20.310 56.090 0.000000 24.320 55.870 0.000000 30.090 55.740 0.000000 34.970 55.670 0.000000 39.800 55.660 0.000000 44.670 55.750 0.000000 51.650 55.660 0.000000 59.050 55.690 0.000000 68.880 55.800 0.000000 93.080 56.250 0.000000 111.370 55.870 0.000000 120.800 55.740 0.000000 125.550 55.700 0.000000 136.780 55.670 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 900 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 159.780 55.700 0.000000 169.600 55.760 0.000000 186.560 55.920 0.000000 190.690 55.930 0.000000 221.600 55.770 0.000000 226.320 55.660 0.000000 230.490 55.450 0.000000 234.660 55.090 0.000000 238.830 54.620 0.000000 242.650 54.500 0.000000 246.430 54.360 0.000000 250.490 53.990 0.000000 255.360 53.670 0.000000 261.590 53.140 0.000000 264.250 52.990 0.000000 271.770 52.420 0.000000 276.640 52.110 0.000000 281.550 52.040 0.000000 286.430 52.040 0.000000 291.300 52.040 0.000000 295.000 52.040 0.000000 298.700 52.040 0.000000 301.350 52.040 0.000000 304.010 52.040 0.000000 306.810 52.040 0.000000 309.660 52.040 0.000000 313.710 52.040 0.000000 317.490 52.040 0.000000 321.580 52.040 0.000000 325.250 52.040 0.000000 328.950 52.040 0.000000 332.110 52.040 0.000000 335.270 52.210 0.000000 339.710 52.250 0.000000 357.330 52.270 0.000000 361.730 52.320 0.000000 370.580 52.500 0.000000 374.010 52.430 0.000000 377.830 52.530 0.000000 381.650 52.540 0.000000 385.630 52.630 0.000000 389.800 52.640 0.000000 --------------------------------------------------------------------- Name: XA1560B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.500 0.000000 48.320 52.500 0.000000 79.900 52.500 0.000000 102.660 52.500 0.000000 107.320 52.500 0.000000 111.920 52.500 0.000000 121.190 52.500 0.000000 135.630 52.500 0.000000 174.140 52.500 0.000000 198.260 52.500 0.000000 217.540 52.500 0.000000 222.310 52.500 0.000000 236.060 52.500 0.000000 244.920 52.500 0.000000 249.400 52.500 0.000000 253.830 52.560 0.000000 258.260 53.010 0.000000 262.740 53.420 0.000000 270.720 53.810 0.000000 274.220 53.940 0.000000 278.180 54.000 0.000000 285.460 53.920 0.000000 289.650 53.920 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 901 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 293.790 53.970 0.000000 297.870 54.080 0.000000 306.430 54.210 0.000000 314.590 54.370 0.000000 321.690 54.380 0.000000 332.530 54.600 0.000000 342.140 54.670 0.000000 346.920 54.750 0.000000 351.810 54.780 0.000000 355.540 54.940 0.000000 363.580 55.490 0.000000 367.830 55.560 0.000000 372.080 55.550 0.000000 376.390 55.600 0.000000 383.730 55.720 0.000000 386.820 55.800 0.000000 395.330 55.970 0.000000 408.960 55.880 0.000000 414.140 55.960 0.000000 421.250 55.980 0.000000 425.730 56.060 0.000000 434.700 56.080 0.000000 442.570 56.140 0.000000 445.950 56.100 0.000000 453.990 56.090 0.000000 458.010 56.050 0.000000 462.080 55.950 0.000000 466.100 56.040 0.000000 470.240 56.010 0.000000 473.210 56.060 0.000000 476.120 56.300 0.000000 481.070 56.490 0.000000 490.980 56.520 0.000000 495.870 56.550 0.000000 500.820 56.610 0.000000 505.770 56.720 0.000000 515.620 56.670 0.000000 535.370 56.800 0.000000 545.210 56.780 0.000000 560.070 56.820 0.000000 564.960 56.830 0.000000 569.910 56.820 0.000000 --------------------------------------------------------------------- Name: XA1560C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.640 0.000000 4.050 52.530 0.000000 7.890 52.500 0.000000 15.790 52.500 0.000000 19.710 52.500 0.000000 28.510 52.500 0.000000 32.910 52.500 0.000000 36.140 52.500 0.000000 40.390 52.500 0.000000 45.010 52.500 0.000000 49.470 52.500 0.000000 53.940 52.500 0.000000 58.410 52.500 0.000000 73.000 52.500 0.000000 105.900 52.500 0.000000 152.130 52.500 0.000000 --------------------------------------------------------------------- Name: XA1560D Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 902 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.470 0.000000 4.920 56.450 0.000000 9.840 56.430 0.000000 14.760 56.400 0.000000 19.680 56.350 0.000000 24.600 56.300 0.000000 29.520 56.260 0.000000 34.440 56.230 0.000000 39.360 56.270 0.000000 44.280 56.460 0.000000 49.230 56.700 0.000000 54.150 56.730 0.000000 57.640 56.750 0.000000 61.170 56.740 0.000000 64.610 56.720 0.000000 68.050 56.700 0.000000 71.490 56.640 0.000000 76.040 56.550 0.000000 80.560 56.480 0.000000 85.110 56.500 0.000000 89.980 56.660 0.000000 93.450 56.560 0.000000 96.890 56.540 0.000000 100.330 56.530 0.000000 104.710 56.360 0.000000 109.090 56.210 0.000000 113.470 56.040 0.000000 117.850 55.820 0.000000 122.230 55.630 0.000000 126.610 55.540 0.000000 130.990 55.470 0.000000 134.430 55.440 0.000000 138.460 55.360 0.000000 142.500 55.230 0.000000 146.540 55.050 0.000000 151.230 54.840 0.000000 155.900 54.630 0.000000 160.560 54.480 0.000000 163.460 54.420 0.000000 166.330 54.360 0.000000 170.970 54.220 0.000000 175.630 54.120 0.000000 180.270 54.080 0.000000 184.930 54.050 0.000000 188.540 53.980 0.000000 192.160 53.860 0.000000 195.800 53.740 0.000000 200.230 53.570 0.000000 204.670 53.400 0.000000 209.100 53.340 0.000000 213.540 53.280 0.000000 217.980 53.230 0.000000 222.410 53.130 0.000000 226.850 53.000 0.000000 231.200 52.910 0.000000 235.580 52.900 0.000000 239.930 52.820 0.000000 244.280 52.780 0.000000 248.660 52.760 0.000000 253.010 52.730 0.000000 257.390 52.620 0.000000 261.660 52.540 0.000000 265.920 52.560 0.000000 270.190 52.570 0.000000 274.910 52.650 0.000000 279.660 52.630 0.000000 284.380 52.640 0.000000 --------------------------------------------------------------------- Name: XA1580B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 903 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.010 0.000000 4.500 55.970 0.000000 8.190 55.900 0.000000 11.950 55.870 0.000000 15.420 55.890 0.000000 29.360 55.830 0.000000 41.310 55.840 0.000000 50.460 55.790 0.000000 55.030 55.810 0.000000 59.610 55.760 0.000000 64.180 55.750 0.000000 68.750 55.750 0.000000 77.830 55.840 0.000000 86.750 55.820 0.000000 94.870 55.900 0.000000 106.010 55.800 0.000000 109.840 55.810 0.000000 114.420 55.870 0.000000 131.970 55.880 0.000000 135.520 55.920 0.000000 147.760 55.800 0.000000 151.740 55.800 0.000000 158.460 55.850 0.000000 161.260 55.730 0.000000 166.940 55.890 0.000000 174.760 55.960 0.000000 184.130 55.800 0.000000 188.630 55.800 0.000000 192.980 55.880 0.000000 197.260 55.740 0.000000 202.060 55.760 0.000000 206.920 55.700 0.000000 216.590 55.720 0.000000 221.380 55.910 0.000000 226.250 55.580 0.000000 228.760 55.540 0.000000 237.170 55.500 0.000000 240.420 55.520 0.000000 247.060 55.640 0.000000 250.380 55.670 0.000000 254.800 55.730 0.000000 259.230 55.720 0.000000 263.650 55.630 0.000000 268.080 55.620 0.000000 275.900 55.660 0.000000 279.290 55.640 0.000000 282.690 55.730 0.000000 286.600 55.770 0.000000 290.510 55.700 0.000000 294.340 55.570 0.000000 298.250 55.560 0.000000 302.530 55.640 0.000000 306.740 55.580 0.000000 319.940 55.550 0.000000 324.070 55.630 0.000000 328.200 55.640 0.000000 336.760 55.610 0.000000 345.760 55.620 0.000000 350.260 55.580 0.000000 354.760 55.620 0.000000 359.410 55.600 0.000000 364.050 55.610 0.000000 368.780 55.660 0.000000 373.420 55.660 0.000000 376.820 55.760 0.000000 380.280 55.700 0.000000 382.870 55.750 0.000000 385.520 55.680 0.000000 388.250 55.640 0.000000 390.980 55.650 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 904 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 395.700 55.760 0.000000 400.500 55.960 0.000000 405.290 55.840 0.000000 410.010 55.780 0.000000 414.810 55.650 0.000000 424.330 55.570 0.000000 438.560 55.480 0.000000 443.360 55.470 0.000000 563.600 55.480 0.000000 567.960 55.540 0.000000 572.310 55.530 0.000000 576.660 55.480 0.000000 581.010 55.540 0.000000 585.360 55.650 0.000000 589.720 55.800 0.000000 594.220 56.070 0.000000 598.720 56.160 0.000000 603.290 56.210 0.000000 607.790 56.300 0.000000 615.540 56.520 0.000000 623.210 56.900 0.000000 630.950 57.440 0.000000 634.790 57.650 0.000000 638.920 57.700 0.000000 643.130 57.610 0.000000 651.460 57.340 0.000000 656.330 57.220 0.000000 667.990 57.070 0.000000 672.120 56.990 0.000000 676.250 56.860 0.000000 679.720 56.770 0.000000 683.550 56.700 0.000000 689.160 56.710 0.000000 693.070 56.620 0.000000 696.980 56.460 0.000000 701.920 56.320 0.000000 706.860 56.310 0.000000 711.810 56.370 0.000000 716.680 56.580 0.000000 721.620 56.740 0.000000 729.510 56.930 0.000000 737.700 57.280 0.000000 --------------------------------------------------------------------- Name: XA1580D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.830 0.000000 5.000 57.310 0.000000 9.990 57.570 0.000000 14.990 57.670 0.000000 19.980 57.620 0.000000 24.940 57.270 0.000000 29.940 56.930 0.000000 34.930 56.710 0.000000 39.930 56.760 0.000000 44.920 56.760 0.000000 49.920 56.770 0.000000 54.910 56.820 0.000000 59.910 56.850 0.000000 64.900 56.840 0.000000 69.860 56.840 0.000000 74.860 56.830 0.000000 79.860 56.850 0.000000 84.850 56.850 0.000000 89.850 56.890 0.000000 94.840 56.900 0.000000 99.840 56.920 0.000000 104.830 56.980 0.000000 109.830 56.970 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 905 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 114.790 56.980 0.000000 119.780 56.990 0.000000 124.780 57.030 0.000000 129.770 57.020 0.000000 134.770 57.030 0.000000 139.760 57.030 0.000000 144.760 57.090 0.000000 149.760 57.120 0.000000 154.750 57.100 0.000000 159.710 57.160 0.000000 164.710 57.200 0.000000 169.700 57.190 0.000000 174.700 57.200 0.000000 179.690 57.240 0.000000 184.690 57.230 0.000000 189.680 57.230 0.000000 194.680 57.330 0.000000 199.670 57.330 0.000000 204.630 57.330 0.000000 209.630 57.350 0.000000 214.620 57.340 0.000000 219.620 57.320 0.000000 224.620 57.340 0.000000 229.610 57.300 0.000000 234.610 57.290 0.000000 239.600 57.290 0.000000 244.600 57.290 0.000000 249.560 57.240 0.000000 254.550 57.210 0.000000 259.550 57.220 0.000000 264.540 57.230 0.000000 269.540 57.220 0.000000 274.530 57.190 0.000000 279.530 57.200 0.000000 284.520 57.200 0.000000 289.520 57.280 0.000000 294.480 57.400 0.000000 299.480 57.500 0.000000 304.470 57.580 0.000000 309.470 57.650 0.000000 314.460 57.670 0.000000 319.460 57.650 0.000000 324.450 57.580 0.000000 329.450 57.470 0.000000 334.440 57.350 0.000000 339.400 57.250 0.000000 344.400 57.160 0.000000 349.390 57.110 0.000000 354.390 57.080 0.000000 359.380 57.050 0.000000 --------------------------------------------------------------------- Name: XA1590B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.270 0.000000 4.730 57.240 0.000000 9.390 57.080 0.000000 14.110 57.010 0.000000 18.840 57.200 0.000000 26.220 57.570 0.000000 29.870 57.860 0.000000 33.530 58.220 0.000000 36.180 58.280 0.000000 41.050 58.310 0.000000 43.630 58.240 0.000000 49.150 57.820 0.000000 52.010 57.530 0.000000 54.730 57.330 0.000000 59.530 57.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 906 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 64.050 57.000 0.000000 68.350 57.010 0.000000 72.640 57.110 0.000000 77.020 57.020 0.000000 81.310 57.000 0.000000 85.610 57.010 0.000000 89.840 57.060 0.000000 92.990 57.040 0.000000 100.300 57.200 0.000000 104.100 57.330 0.000000 108.680 57.380 0.000000 113.270 57.530 0.000000 117.060 57.540 0.000000 121.500 57.480 0.000000 130.320 57.490 0.000000 134.760 57.540 0.000000 139.560 57.660 0.000000 153.960 57.770 0.000000 158.760 57.720 0.000000 163.560 57.710 0.000000 173.160 57.810 0.000000 182.760 57.780 0.000000 191.570 57.810 0.000000 206.260 58.040 0.000000 210.410 58.130 0.000000 214.570 58.270 0.000000 218.440 58.260 0.000000 231.190 58.160 0.000000 240.000 58.170 0.000000 244.440 58.140 0.000000 248.600 58.170 0.000000 261.490 58.150 0.000000 265.080 58.170 0.000000 275.180 58.180 0.000000 278.040 58.230 0.000000 282.990 58.220 0.000000 287.930 58.180 0.000000 297.890 58.310 0.000000 302.830 58.270 0.000000 307.770 58.330 0.000000 312.720 58.300 0.000000 322.600 58.140 0.000000 327.550 58.010 0.000000 332.490 58.020 0.000000 337.430 57.990 0.000000 342.380 57.880 0.000000 347.320 57.900 0.000000 355.200 57.730 0.000000 359.140 57.710 0.000000 363.080 57.770 0.000000 376.550 57.510 0.000000 380.710 57.650 0.000000 393.740 57.570 0.000000 398.260 57.520 0.000000 406.640 57.360 0.000000 410.440 57.240 0.000000 414.230 57.070 0.000000 427.770 56.630 0.000000 432.650 56.570 0.000000 437.520 56.590 0.000000 442.390 56.680 0.000000 447.260 56.700 0.000000 451.060 56.640 0.000000 454.860 56.540 0.000000 458.650 56.740 0.000000 462.450 56.760 0.000000 472.260 56.590 0.000000 486.950 56.180 0.000000 491.890 56.080 0.000000 501.640 55.980 0.000000 506.580 55.990 0.000000 516.320 56.240 0.000000 521.270 56.210 0.000000 531.080 56.230 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 907 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 545.770 56.060 0.000000 550.640 56.130 0.000000 566.900 56.550 0.000000 571.420 56.620 0.000000 575.720 56.620 0.000000 584.380 56.370 0.000000 588.750 56.280 0.000000 599.430 56.380 0.000000 607.240 56.530 0.000000 611.110 56.550 0.000000 624.500 56.440 0.000000 629.300 56.460 0.000000 634.100 56.330 0.000000 666.200 56.410 0.000000 673.790 56.490 0.000000 691.200 56.770 0.000000 702.740 56.860 0.000000 716.420 56.830 0.000000 --------------------------------------------------------------------- Name: XA1590C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.220 0.000000 4.220 55.290 0.000000 12.630 55.360 0.000000 22.310 55.790 0.000000 29.940 55.910 0.000000 38.560 56.170 0.000000 43.380 56.420 0.000000 48.180 56.520 0.000000 53.000 56.710 0.000000 57.820 56.580 0.000000 62.640 56.770 0.000000 67.450 56.740 0.000000 72.270 56.850 0.000000 77.090 56.880 0.000000 81.890 56.880 0.000000 125.230 56.960 0.000000 130.030 57.360 0.000000 134.850 57.350 0.000000 139.670 57.250 0.000000 144.470 57.060 0.000000 149.300 57.020 0.000000 154.120 57.050 0.000000 157.430 57.220 0.000000 160.760 57.250 0.000000 169.480 56.980 0.000000 174.190 56.590 0.000000 178.890 56.900 0.000000 183.580 57.260 0.000000 188.290 57.270 0.000000 --------------------------------------------------------------------- Name: XA1590D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.830 0.000000 4.920 57.000 0.000000 9.860 57.220 0.000000 14.770 57.280 0.000000 19.690 57.180 0.000000 24.630 57.120 0.000000 29.550 57.140 0.000000 33.800 57.120 0.000000 38.060 57.050 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 908 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.310 57.070 0.000000 51.060 57.010 0.000000 54.630 57.040 0.000000 61.790 57.000 0.000000 65.510 57.060 0.000000 72.890 57.120 0.000000 76.500 57.210 0.000000 80.590 57.240 0.000000 89.550 57.100 0.000000 98.210 57.140 0.000000 102.530 57.090 0.000000 106.870 57.140 0.000000 111.190 57.410 0.000000 115.270 57.820 0.000000 118.910 58.080 0.000000 123.420 58.130 0.000000 126.940 58.090 0.000000 130.450 58.010 0.000000 134.830 57.760 0.000000 145.080 57.080 0.000000 148.650 56.870 0.000000 152.200 56.720 0.000000 160.540 56.670 0.000000 166.840 56.580 0.000000 181.400 56.050 0.000000 186.260 55.750 0.000000 191.110 55.660 0.000000 193.910 55.540 0.000000 196.740 55.490 0.000000 199.340 55.490 0.000000 201.970 55.320 0.000000 205.930 55.430 0.000000 209.860 55.370 0.000000 213.820 55.220 0.000000 --------------------------------------------------------------------- Name: XA1610B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.120 0.000000 4.870 52.960 0.000000 9.810 52.520 0.000000 19.620 51.470 0.000000 24.490 51.170 0.000000 29.010 51.170 0.000000 33.520 51.170 0.000000 37.600 51.170 0.000000 45.690 51.170 0.000000 49.770 51.170 0.000000 57.650 51.170 0.000000 61.450 51.170 0.000000 69.040 51.170 0.000000 81.140 51.230 0.000000 84.870 51.240 0.000000 89.090 51.200 0.000000 92.750 51.170 0.000000 102.130 51.170 0.000000 128.050 51.170 0.000000 132.850 51.170 0.000000 146.240 51.220 0.000000 150.610 51.210 0.000000 154.980 51.320 0.000000 159.350 51.250 0.000000 163.720 51.290 0.000000 168.590 51.260 0.000000 173.530 51.190 0.000000 177.970 51.200 0.000000 182.410 51.250 0.000000 191.360 51.540 0.000000 195.880 51.380 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 909 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 204.040 51.540 0.000000 208.120 51.540 0.000000 212.200 51.390 0.000000 214.930 51.170 0.000000 217.650 51.170 0.000000 221.300 51.170 0.000000 224.880 51.170 0.000000 228.530 51.170 0.000000 234.840 51.170 0.000000 244.720 51.170 0.000000 312.290 51.170 0.000000 355.190 51.170 0.000000 386.150 51.170 0.000000 426.330 51.170 0.000000 440.220 51.170 0.000000 449.170 51.170 0.000000 453.680 51.170 0.000000 457.050 51.170 0.000000 463.780 51.170 0.000000 468.720 51.170 0.000000 473.590 51.170 0.000000 478.530 51.170 0.000000 488.340 51.170 0.000000 493.210 51.170 0.000000 503.030 51.170 0.000000 507.900 51.170 0.000000 517.710 51.170 0.000000 522.650 51.170 0.000000 527.520 51.170 0.000000 532.460 51.210 0.000000 536.760 51.260 0.000000 541.060 51.400 0.000000 545.420 51.400 0.000000 549.720 51.310 0.000000 554.090 51.180 0.000000 558.390 51.170 0.000000 567.480 51.170 0.000000 577.150 51.240 0.000000 581.950 51.270 0.000000 591.550 51.180 0.000000 601.140 51.170 0.000000 605.940 51.210 0.000000 634.800 51.610 0.000000 644.400 51.690 0.000000 --------------------------------------------------------------------- Name: XA1620B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.480 0.000000 4.130 56.450 0.000000 12.770 55.970 0.000000 19.030 55.330 0.000000 22.410 54.910 0.000000 26.550 54.180 0.000000 30.610 54.150 0.000000 34.680 54.230 0.000000 42.890 54.500 0.000000 46.450 54.540 0.000000 62.360 54.600 0.000000 66.740 54.560 0.000000 74.560 54.400 0.000000 82.890 54.320 0.000000 93.850 54.270 0.000000 97.980 54.280 0.000000 106.240 54.340 0.000000 131.790 54.100 0.000000 143.560 54.040 0.000000 155.140 54.030 0.000000 161.530 54.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 910 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 179.620 54.030 0.000000 191.330 54.060 0.000000 195.830 54.090 0.000000 211.420 54.090 0.000000 215.490 54.060 0.000000 223.760 54.090 0.000000 228.270 54.070 0.000000 237.410 53.970 0.000000 241.160 53.900 0.000000 244.980 53.710 0.000000 248.740 53.590 0.000000 252.490 53.520 0.000000 262.070 53.540 0.000000 269.460 53.370 0.000000 274.090 53.310 0.000000 278.730 53.300 0.000000 283.300 53.220 0.000000 287.930 53.160 0.000000 290.620 53.150 0.000000 293.310 53.100 0.000000 296.440 53.120 0.000000 308.210 53.310 0.000000 312.530 53.340 0.000000 323.990 53.500 0.000000 327.310 53.600 0.000000 330.190 53.860 0.000000 333.130 54.040 0.000000 336.450 54.300 0.000000 339.890 54.450 0.000000 344.400 54.570 0.000000 371.070 54.820 0.000000 379.770 54.940 0.000000 384.090 55.100 0.000000 386.970 55.280 0.000000 389.850 55.320 0.000000 394.360 55.490 0.000000 398.430 55.740 0.000000 402.500 56.050 0.000000 406.190 56.140 0.000000 409.890 56.290 0.000000 413.710 56.160 0.000000 421.410 55.500 0.000000 429.730 55.190 0.000000 434.050 55.100 0.000000 439.190 55.110 0.000000 475.000 54.950 0.000000 486.960 54.920 0.000000 496.790 54.970 0.000000 501.360 55.030 0.000000 507.370 55.180 0.000000 512.060 55.340 0.000000 516.760 55.310 0.000000 519.640 55.100 0.000000 522.520 54.840 0.000000 527.460 54.790 0.000000 533.540 54.630 0.000000 537.920 53.940 0.000000 542.300 53.380 0.000000 546.750 52.940 0.000000 551.130 52.730 0.000000 558.450 52.740 0.000000 564.460 52.600 0.000000 567.470 52.560 0.000000 587.380 52.400 0.000000 591.890 52.450 0.000000 600.900 52.600 0.000000 609.920 52.700 0.000000 617.810 52.980 0.000000 626.070 53.210 0.000000 --------------------------------------------------------------------- Name: XA1620C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 911 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.340 0.000000 4.700 56.350 0.000000 9.360 56.430 0.000000 14.050 56.440 0.000000 18.710 56.380 0.000000 23.410 56.040 0.000000 32.760 56.050 0.000000 37.460 56.110 0.000000 40.890 56.100 0.000000 49.160 55.760 0.000000 58.840 55.490 0.000000 63.680 55.670 0.000000 68.490 55.810 0.000000 71.810 55.940 0.000000 75.140 55.990 0.000000 77.850 56.080 0.000000 80.520 56.120 0.000000 84.270 56.230 0.000000 88.180 56.220 0.000000 92.400 55.990 0.000000 100.240 55.660 0.000000 103.890 55.520 0.000000 108.370 55.520 0.000000 112.740 55.540 0.000000 117.110 55.650 0.000000 121.590 55.730 0.000000 126.390 55.740 0.000000 131.200 56.020 0.000000 136.000 55.990 0.000000 145.180 55.780 0.000000 149.300 55.710 0.000000 153.630 55.700 0.000000 157.970 55.750 0.000000 162.340 55.860 0.000000 171.010 55.870 0.000000 183.760 55.970 0.000000 191.960 56.070 0.000000 196.080 56.030 0.000000 200.520 56.040 0.000000 209.480 56.140 0.000000 218.400 56.150 0.000000 222.840 56.200 0.000000 227.320 56.300 0.000000 235.450 56.290 0.000000 241.990 56.310 0.000000 245.710 56.390 0.000000 250.150 56.550 0.000000 253.010 56.570 0.000000 259.440 56.370 0.000000 266.590 56.310 0.000000 269.220 56.320 0.000000 276.020 56.220 0.000000 280.210 56.220 0.000000 288.150 56.280 0.000000 294.840 56.440 0.000000 299.100 56.460 0.000000 307.120 56.350 0.000000 311.130 56.500 0.000000 314.130 56.540 0.000000 317.160 56.380 0.000000 326.520 56.360 0.000000 333.700 56.450 0.000000 337.320 56.360 0.000000 345.080 56.390 0.000000 349.130 56.350 0.000000 357.180 56.390 0.000000 361.230 56.480 0.000000 --------------------------------------------------------------------- Name: XA1630B Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 912 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 33.790 0.000000 4.030 33.740 0.000000 19.640 33.760 0.000000 32.720 33.700 0.000000 37.510 33.700 0.000000 42.000 33.660 0.000000 53.260 33.520 0.000000 56.950 33.430 0.000000 61.490 33.390 0.000000 68.650 33.160 0.000000 72.970 33.110 0.000000 76.450 33.040 0.000000 79.920 33.000 0.000000 87.780 33.200 0.000000 92.180 33.230 0.000000 100.960 33.130 0.000000 105.330 33.180 0.000000 109.730 33.160 0.000000 114.120 33.090 0.000000 118.490 33.180 0.000000 122.890 33.200 0.000000 127.250 33.130 0.000000 129.780 33.060 0.000000 132.280 33.100 0.000000 134.590 33.030 0.000000 136.770 33.010 0.000000 140.970 33.140 0.000000 146.480 33.080 0.000000 159.690 33.060 0.000000 164.080 33.010 0.000000 172.890 33.070 0.000000 176.900 33.070 0.000000 180.880 32.990 0.000000 188.160 32.930 0.000000 190.450 32.920 0.000000 193.120 33.050 0.000000 195.790 32.980 0.000000 198.090 32.970 0.000000 201.150 33.000 0.000000 204.210 32.880 0.000000 208.050 32.910 0.000000 215.740 32.850 0.000000 219.920 32.860 0.000000 224.070 32.940 0.000000 228.240 32.900 0.000000 231.470 32.950 0.000000 234.720 32.900 0.000000 238.730 32.910 0.000000 242.760 32.860 0.000000 --------------------------------------------------------------------- Name: XA1630C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.370 0.000000 4.670 34.330 0.000000 9.330 34.230 0.000000 18.670 34.180 0.000000 23.340 34.080 0.000000 28.000 34.120 0.000000 37.340 33.950 0.000000 57.160 33.860 0.000000 60.930 33.790 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 913 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA1630D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 32.860 0.000000 2.650 32.970 0.000000 5.310 32.940 0.000000 9.020 32.920 0.000000 12.730 32.900 0.000000 16.420 32.840 0.000000 21.300 32.800 0.000000 26.180 32.800 0.000000 31.070 32.830 0.000000 35.950 32.860 0.000000 40.850 32.820 0.000000 45.740 32.800 0.000000 50.620 32.750 0.000000 55.500 32.720 0.000000 60.390 32.660 0.000000 65.270 32.650 0.000000 70.150 32.660 0.000000 75.040 32.680 0.000000 79.920 32.610 0.000000 84.800 32.550 0.000000 89.690 32.600 0.000000 94.570 32.700 0.000000 99.450 32.700 0.000000 104.330 32.700 0.000000 109.220 32.720 0.000000 114.120 32.770 0.000000 119.000 32.750 0.000000 123.890 32.790 0.000000 128.770 32.920 0.000000 133.650 32.860 0.000000 138.540 32.930 0.000000 143.420 32.950 0.000000 148.300 32.960 0.000000 153.190 32.970 0.000000 157.800 32.930 0.000000 162.410 32.920 0.000000 166.200 32.940 0.000000 169.990 32.910 0.000000 174.300 32.990 0.000000 178.600 32.980 0.000000 183.160 32.990 0.000000 187.700 32.980 0.000000 192.250 32.980 0.000000 --------------------------------------------------------------------- Name: XA1640B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.060 0.000000 6.860 34.290 0.000000 11.610 34.310 0.000000 16.300 34.400 0.000000 21.120 34.300 0.000000 30.690 34.220 0.000000 35.440 33.960 0.000000 43.820 33.570 0.000000 47.380 33.450 0.000000 54.110 33.320 0.000000 59.060 33.320 0.000000 64.080 33.370 0.000000 69.030 33.540 0.000000 73.970 33.670 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 914 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 78.920 33.840 0.000000 83.810 33.810 0.000000 88.760 33.530 0.000000 93.640 33.140 0.000000 98.590 33.140 0.000000 103.540 33.140 0.000000 108.420 33.140 0.000000 113.370 33.140 0.000000 118.320 33.140 0.000000 123.200 33.140 0.000000 128.150 33.140 0.000000 133.040 33.140 0.000000 137.990 33.140 0.000000 142.930 33.140 0.000000 147.030 33.140 0.000000 151.120 33.140 0.000000 155.270 33.140 0.000000 159.370 33.140 0.000000 163.850 33.140 0.000000 168.270 33.140 0.000000 172.760 33.140 0.000000 186.160 33.140 0.000000 190.580 33.140 0.000000 195.070 33.140 0.000000 199.550 33.140 0.000000 203.780 33.140 0.000000 208.000 33.140 0.000000 212.290 33.140 0.000000 216.780 33.140 0.000000 221.330 33.140 0.000000 225.880 33.140 0.000000 230.440 33.140 0.000000 234.990 33.140 0.000000 239.480 33.140 0.000000 244.030 33.140 0.000000 248.580 33.140 0.000000 252.680 33.140 0.000000 256.770 33.140 0.000000 260.860 33.140 0.000000 264.880 33.140 0.000000 269.570 33.140 0.000000 274.250 33.140 0.000000 278.940 33.140 0.000000 283.630 33.140 0.000000 293.000 33.140 0.000000 297.680 33.140 0.000000 301.570 33.140 0.000000 305.530 33.140 0.000000 310.220 33.140 0.000000 314.970 33.140 0.000000 323.750 33.140 0.000000 332.590 33.140 0.000000 337.010 33.140 0.000000 345.790 33.140 0.000000 352.780 33.140 0.000000 356.540 33.140 0.000000 361.430 33.140 0.000000 364.860 33.140 0.000000 368.360 33.140 0.000000 375.680 33.140 0.000000 379.380 33.140 0.000000 381.880 33.140 0.000000 392.710 33.140 0.000000 396.800 33.140 0.000000 400.960 33.370 0.000000 404.780 33.600 0.000000 414.290 34.310 0.000000 429.990 34.970 0.000000 434.410 35.180 0.000000 438.830 35.520 0.000000 443.250 35.760 0.000000 447.680 35.940 0.000000 452.160 36.180 0.000000 456.060 36.370 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 915 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 459.950 36.510 0.000000 464.500 36.630 0.000000 472.030 36.990 0.000000 475.790 37.130 0.000000 479.550 37.230 0.000000 483.970 37.240 0.000000 492.810 37.490 0.000000 497.230 37.680 0.000000 501.850 37.790 0.000000 504.820 37.760 0.000000 519.870 38.130 0.000000 522.510 38.160 0.000000 530.430 38.450 0.000000 540.190 38.710 0.000000 545.080 39.120 0.000000 549.960 39.350 0.000000 554.840 39.390 0.000000 557.350 39.510 0.000000 559.930 39.460 0.000000 563.550 39.370 0.000000 567.180 39.320 0.000000 571.140 39.360 0.000000 578.800 39.580 0.000000 582.630 39.640 0.000000 591.270 39.610 0.000000 599.520 39.520 0.000000 603.680 39.530 0.000000 607.770 39.490 0.000000 620.310 39.680 0.000000 627.760 39.830 0.000000 636.340 39.920 0.000000 643.730 40.270 0.000000 648.020 40.390 0.000000 651.780 40.570 0.000000 659.900 41.010 0.000000 --------------------------------------------------------------------- Name: XA1650B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 45.430 0.000000 13.850 45.300 0.000000 32.310 45.200 0.000000 41.540 45.240 0.000000 46.150 45.300 0.000000 55.390 45.300 0.000000 60.000 45.340 0.000000 --------------------------------------------------------------------- Name: XA1650C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.410 0.000000 4.020 53.360 0.000000 8.050 53.030 0.000000 12.070 52.990 0.000000 14.990 52.980 0.000000 17.950 52.930 0.000000 25.880 52.670 0.000000 35.370 52.490 0.000000 39.730 52.390 0.000000 44.100 52.460 0.000000 47.740 52.410 0.000000 51.380 52.310 0.000000 53.930 52.340 0.000000 56.470 52.180 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 916 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.460 51.940 0.000000 68.460 51.940 0.000000 70.970 52.010 0.000000 73.470 51.900 0.000000 76.580 51.880 0.000000 79.660 51.690 0.000000 96.170 51.300 0.000000 101.100 51.150 0.000000 105.990 51.050 0.000000 110.930 51.030 0.000000 115.860 50.960 0.000000 120.760 50.760 0.000000 125.690 50.690 0.000000 130.620 50.570 0.000000 135.520 50.560 0.000000 140.450 50.460 0.000000 143.870 50.280 0.000000 147.320 50.190 0.000000 150.620 50.060 0.000000 154.870 49.960 0.000000 166.750 49.810 0.000000 170.960 49.780 0.000000 173.240 49.720 0.000000 178.140 49.690 0.000000 181.860 49.490 0.000000 186.260 49.320 0.000000 188.800 49.270 0.000000 198.670 48.890 0.000000 203.450 48.740 0.000000 217.680 48.460 0.000000 222.420 48.270 0.000000 231.990 48.080 0.000000 241.550 47.820 0.000000 246.370 47.740 0.000000 249.750 47.770 0.000000 253.130 47.710 0.000000 256.540 47.580 0.000000 261.440 47.490 0.000000 271.300 47.260 0.000000 276.240 47.180 0.000000 281.170 47.140 0.000000 285.570 47.190 0.000000 294.570 46.930 0.000000 303.750 46.700 0.000000 308.340 46.670 0.000000 312.900 46.570 0.000000 317.490 46.510 0.000000 322.080 46.480 0.000000 325.880 46.380 0.000000 332.860 46.260 0.000000 337.490 46.060 0.000000 342.160 45.930 0.000000 346.830 45.880 0.000000 351.490 45.740 0.000000 356.160 45.700 0.000000 370.160 45.480 0.000000 379.500 45.430 0.000000 --------------------------------------------------------------------- Name: XA1660B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.410 0.000000 4.210 53.330 0.000000 12.630 53.060 0.000000 17.010 52.950 0.000000 31.330 52.720 0.000000 36.310 52.590 0.000000 41.290 52.500 0.000000 51.240 52.500 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 917 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.950 52.500 0.000000 63.670 52.500 0.000000 75.330 52.500 0.000000 81.890 52.500 0.000000 93.030 52.500 0.000000 --------------------------------------------------------------------- Name: XA1670B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.840 0.000000 4.800 56.840 0.000000 9.580 56.670 0.000000 14.380 56.530 0.000000 23.950 56.720 0.000000 28.750 56.690 0.000000 33.550 56.480 0.000000 38.330 56.370 0.000000 43.120 56.220 0.000000 47.920 56.330 0.000000 52.700 56.370 0.000000 57.500 56.330 0.000000 62.300 56.630 0.000000 67.080 56.710 0.000000 71.880 56.600 0.000000 76.670 56.600 0.000000 81.450 56.350 0.000000 86.250 56.210 0.000000 100.620 56.320 0.000000 110.200 56.460 0.000000 115.000 56.580 0.000000 --------------------------------------------------------------------- Name: XA1680B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 26.200 0.000000 12.100 26.250 0.000000 15.800 26.740 0.000000 20.400 30.950 0.000000 25.700 36.550 0.000000 28.400 36.090 0.000000 32.900 36.730 0.000000 51.200 34.130 0.000000 55.600 33.800 0.000000 60.000 30.770 0.000000 64.400 31.460 0.000000 68.900 34.260 0.000000 73.400 34.850 0.000000 76.800 34.800 0.000000 85.500 40.040 0.000000 89.200 41.210 0.000000 93.000 35.870 0.000000 95.400 33.560 0.000000 98.100 37.230 0.000000 100.800 37.670 0.000000 108.100 41.330 0.000000 132.100 41.550 0.000000 137.100 38.900 0.000000 146.900 34.460 0.000000 151.800 33.580 0.000000 156.700 34.260 0.000000 161.600 36.170 0.000000 164.400 36.180 0.000000 170.900 31.700 0.000000 178.200 25.780 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 918 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 182.400 25.770 0.000000 186.900 26.350 0.000000 191.400 27.470 0.000000 195.900 27.160 0.000000 200.300 25.680 0.000000 202.900 25.950 0.000000 205.500 30.180 0.000000 208.300 31.160 0.000000 216.500 25.760 0.000000 228.600 25.410 0.000000 268.300 25.110 0.000000 275.700 25.440 0.000000 292.200 25.290 0.000000 304.500 25.690 0.000000 321.000 25.650 0.000000 333.000 26.110 0.000000 362.800 24.910 0.000000 387.500 24.800 0.000000 --------------------------------------------------------------------- Name: XA1680C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 26.650 0.000000 4.030 26.650 0.000000 8.060 26.650 0.000000 12.090 26.640 0.000000 16.110 26.640 0.000000 20.140 26.630 0.000000 24.440 26.630 0.000000 28.740 26.630 0.000000 32.500 26.620 0.000000 36.190 26.620 0.000000 39.950 26.620 0.000000 42.900 26.620 0.000000 45.860 26.620 0.000000 50.220 26.620 0.000000 54.650 26.630 0.000000 59.080 26.640 0.000000 63.450 26.660 0.000000 66.940 26.660 0.000000 70.430 26.660 0.000000 75.060 26.660 0.000000 79.760 26.650 0.000000 83.860 26.640 0.000000 87.950 26.630 0.000000 92.580 26.550 0.000000 97.280 26.190 0.000000 101.720 26.100 0.000000 106.080 25.930 0.000000 110.510 25.800 0.000000 114.940 25.730 0.000000 119.510 25.530 0.000000 124.140 25.480 0.000000 128.770 25.400 0.000000 133.340 25.310 0.000000 137.430 25.280 0.000000 141.460 25.370 0.000000 145.490 25.450 0.000000 149.520 25.500 0.000000 153.550 25.540 0.000000 158.450 25.580 0.000000 163.420 25.800 0.000000 168.320 26.100 0.000000 173.220 26.170 0.000000 178.120 26.120 0.000000 183.020 26.170 0.000000 187.920 26.190 0.000000 190.680 26.180 0.000000 193.430 26.040 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 919 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 197.250 25.820 0.000000 201.010 25.880 0.000000 204.770 25.930 0.000000 208.530 25.970 0.000000 213.370 25.970 0.000000 218.140 25.900 0.000000 222.900 25.890 0.000000 227.330 25.870 0.000000 231.700 25.860 0.000000 236.060 25.880 0.000000 240.490 25.910 0.000000 244.860 25.950 0.000000 247.610 25.940 0.000000 250.360 25.940 0.000000 252.910 25.940 0.000000 255.530 25.910 0.000000 258.490 25.870 0.000000 261.370 25.860 0.000000 265.600 25.860 0.000000 269.830 25.870 0.000000 274.060 25.920 0.000000 278.290 26.290 0.000000 282.990 26.320 0.000000 287.620 26.190 0.000000 292.460 26.030 0.000000 297.220 26.040 0.000000 301.990 26.070 0.000000 305.480 26.130 0.000000 308.910 26.160 0.000000 312.530 26.160 0.000000 316.090 26.130 0.000000 320.590 26.150 0.000000 325.090 26.230 0.000000 329.590 26.280 0.000000 334.490 26.330 0.000000 339.320 26.360 0.000000 342.750 26.360 0.000000 347.450 26.320 0.000000 352.140 26.230 0.000000 356.840 26.090 0.000000 360.470 26.130 0.000000 364.030 26.130 0.000000 366.580 26.130 0.000000 369.200 26.150 0.000000 372.490 26.120 0.000000 375.780 26.070 0.000000 379.400 26.070 0.000000 383.030 26.070 0.000000 386.650 26.070 0.000000 390.280 26.050 0.000000 393.910 26.060 0.000000 397.530 26.040 0.000000 401.690 26.050 0.000000 405.860 26.100 0.000000 409.950 26.130 0.000000 414.050 26.180 0.000000 418.480 26.300 0.000000 422.840 26.130 0.000000 427.270 26.100 0.000000 431.640 26.140 0.000000 434.390 26.170 0.000000 437.080 26.170 0.000000 440.030 26.180 0.000000 442.920 26.170 0.000000 446.880 26.150 0.000000 450.770 26.120 0.000000 455.470 26.110 0.000000 460.170 26.100 0.000000 463.600 26.100 0.000000 467.020 26.090 0.000000 470.440 26.060 0.000000 473.670 26.030 0.000000 476.820 26.020 0.000000 481.390 26.050 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 920 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 485.890 25.970 0.000000 490.450 26.050 0.000000 493.070 26.100 0.000000 495.820 26.110 0.000000 498.580 26.110 0.000000 502.270 26.230 0.000000 505.960 26.380 0.000000 510.790 26.330 0.000000 515.630 26.340 0.000000 520.460 26.290 0.000000 525.300 26.290 0.000000 529.260 26.120 0.000000 533.290 26.050 0.000000 537.250 26.080 0.000000 541.210 26.060 0.000000 545.710 26.030 0.000000 550.140 26.000 0.000000 554.640 25.990 0.000000 559.130 26.020 0.000000 563.630 26.040 0.000000 566.390 26.130 0.000000 569.070 26.210 0.000000 573.100 26.320 0.000000 577.130 26.360 0.000000 581.090 26.380 0.000000 584.980 26.400 0.000000 588.940 26.420 0.000000 592.840 26.430 0.000000 596.730 26.440 0.000000 601.630 26.350 0.000000 606.600 26.120 0.000000 610.090 26.070 0.000000 613.650 26.010 0.000000 617.210 25.970 0.000000 621.170 25.910 0.000000 625.200 25.900 0.000000 629.160 25.890 0.000000 633.260 25.810 0.000000 637.280 25.810 0.000000 641.310 25.820 0.000000 645.410 25.830 0.000000 649.970 25.810 0.000000 654.610 25.790 0.000000 659.170 25.770 0.000000 663.740 25.840 0.000000 667.560 25.980 0.000000 671.390 26.170 0.000000 --------------------------------------------------------------------- Name: XA1690B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 26.220 0.000000 9.570 26.030 0.000000 12.800 25.920 0.000000 20.430 25.750 0.000000 28.280 25.690 0.000000 32.430 25.590 0.000000 36.530 25.560 0.000000 40.640 25.680 0.000000 50.950 26.090 0.000000 60.740 26.210 0.000000 65.370 26.070 0.000000 70.240 26.210 0.000000 75.160 26.140 0.000000 78.310 26.030 0.000000 85.940 25.720 0.000000 93.760 25.510 0.000000 102.600 25.360 0.000000 196.570 25.220 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 921 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 199.470 25.150 0.000000 202.370 24.820 0.000000 206.070 24.850 0.000000 209.740 24.960 0.000000 213.740 24.810 0.000000 217.560 25.160 0.000000 221.370 25.140 0.000000 225.150 25.570 0.000000 229.260 25.760 0.000000 242.720 27.520 0.000000 247.230 28.040 0.000000 250.790 28.190 0.000000 257.940 28.280 0.000000 262.050 28.280 0.000000 266.120 28.350 0.000000 270.230 28.460 0.000000 279.690 28.530 0.000000 286.110 28.630 0.000000 295.430 28.870 0.000000 299.540 29.010 0.000000 303.680 29.200 0.000000 312.380 29.680 0.000000 316.920 29.990 0.000000 319.750 30.100 0.000000 322.540 30.060 0.000000 330.680 29.880 0.000000 334.020 29.850 0.000000 338.420 29.920 0.000000 342.230 30.100 0.000000 358.560 30.560 0.000000 362.700 30.560 0.000000 366.810 30.590 0.000000 --------------------------------------------------------------------- Name: XA1700B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 29.450 0.000000 3.270 29.550 0.000000 6.660 29.610 0.000000 10.040 29.700 0.000000 16.820 29.580 0.000000 20.220 29.430 0.000000 24.430 29.400 0.000000 28.640 29.440 0.000000 32.850 29.360 0.000000 37.070 29.350 0.000000 41.280 29.370 0.000000 44.110 29.450 0.000000 100.040 29.850 0.000000 104.230 30.420 0.000000 107.910 30.620 0.000000 111.620 30.540 0.000000 115.180 30.920 0.000000 120.140 31.070 0.000000 129.840 31.130 0.000000 134.680 31.220 0.000000 139.510 31.420 0.000000 147.220 31.680 0.000000 149.930 31.680 0.000000 156.600 31.340 0.000000 --------------------------------------------------------------------- Name: XA1700C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 922 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.000 31.340 0.000000 4.120 31.090 0.000000 8.240 30.790 0.000000 14.120 30.490 0.000000 18.990 30.380 0.000000 23.850 30.520 0.000000 31.270 30.910 0.000000 33.810 30.980 0.000000 38.010 31.190 0.000000 42.160 31.480 0.000000 46.130 31.720 0.000000 54.220 31.940 0.000000 58.340 31.930 0.000000 66.580 31.860 0.000000 73.840 31.890 0.000000 78.410 32.030 0.000000 82.980 32.130 0.000000 87.550 32.280 0.000000 92.120 32.240 0.000000 96.650 33.200 0.000000 101.220 34.260 0.000000 105.780 34.330 0.000000 109.230 34.190 0.000000 112.710 34.240 0.000000 116.160 34.240 0.000000 119.340 34.060 0.000000 123.120 34.090 0.000000 126.380 33.900 0.000000 130.540 34.210 0.000000 134.690 34.440 0.000000 138.740 34.380 0.000000 143.160 34.220 0.000000 146.450 33.320 0.000000 150.610 32.890 0.000000 154.760 32.890 0.000000 158.360 32.680 0.000000 162.850 33.550 0.000000 167.310 33.840 0.000000 174.650 33.940 0.000000 177.490 34.120 0.000000 180.640 34.360 0.000000 183.820 34.470 0.000000 192.920 34.610 0.000000 202.580 34.690 0.000000 212.240 35.140 0.000000 216.550 35.000 0.000000 219.730 34.840 0.000000 224.380 34.570 0.000000 229.240 34.470 0.000000 238.310 34.410 0.000000 242.500 34.540 0.000000 246.320 34.710 0.000000 258.380 34.810 0.000000 262.870 35.040 0.000000 265.680 35.330 0.000000 268.450 35.500 0.000000 272.080 35.360 0.000000 275.710 35.350 0.000000 279.310 35.410 0.000000 283.470 35.550 0.000000 285.830 35.580 0.000000 288.600 35.560 0.000000 291.330 35.520 0.000000 295.000 35.400 0.000000 298.630 35.330 0.000000 302.260 35.430 0.000000 308.140 35.430 0.000000 313.090 35.780 0.000000 317.990 35.820 0.000000 322.900 36.090 0.000000 327.800 36.300 0.000000 336.120 36.780 0.000000 339.490 36.790 0.000000 341.880 36.870 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 923 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 348.700 37.000 0.000000 351.360 36.980 0.000000 353.980 36.910 0.000000 357.680 36.890 0.000000 361.350 36.910 0.000000 366.220 36.990 0.000000 370.340 37.180 0.000000 374.460 37.410 0.000000 --------------------------------------------------------------------- Name: XA1700D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 43.760 0.000000 4.100 43.670 0.000000 12.250 43.390 0.000000 16.300 43.200 0.000000 24.250 42.880 0.000000 28.300 42.670 0.000000 36.400 42.300 0.000000 44.500 41.890 0.000000 53.320 41.620 0.000000 61.470 41.460 0.000000 72.700 41.110 0.000000 75.780 40.990 0.000000 78.140 40.950 0.000000 81.880 40.940 0.000000 84.030 40.850 0.000000 88.290 40.830 0.000000 95.160 40.670 0.000000 100.030 40.480 0.000000 109.770 40.240 0.000000 114.640 40.090 0.000000 129.250 39.830 0.000000 134.120 39.770 0.000000 147.140 39.530 0.000000 151.040 39.370 0.000000 158.780 39.130 0.000000 163.140 39.040 0.000000 167.550 38.850 0.000000 180.620 38.600 0.000000 188.160 38.550 0.000000 198.000 38.660 0.000000 207.800 38.620 0.000000 212.720 38.750 0.000000 217.590 38.640 0.000000 222.510 38.630 0.000000 236.050 38.670 0.000000 244.920 38.590 0.000000 259.370 38.660 0.000000 279.580 38.710 0.000000 284.040 38.700 0.000000 288.910 38.630 0.000000 300.240 38.530 0.000000 310.180 38.500 0.000000 312.700 38.450 0.000000 322.490 38.360 0.000000 332.280 38.150 0.000000 342.120 38.170 0.000000 349.710 38.010 0.000000 359.200 37.920 0.000000 363.450 37.800 0.000000 367.760 37.420 0.000000 372.020 37.290 0.000000 376.320 37.230 0.000000 381.090 37.070 0.000000 385.860 37.010 0.000000 390.630 37.040 0.000000 400.160 36.900 0.000000 409.700 36.850 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 924 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 414.470 36.730 0.000000 424.000 36.110 0.000000 428.100 35.760 0.000000 432.260 35.310 0.000000 436.510 34.960 0.000000 440.720 34.720 0.000000 444.970 34.410 0.000000 453.430 33.680 0.000000 461.890 33.140 0.000000 466.150 32.610 0.000000 470.400 31.980 0.000000 474.660 31.490 0.000000 477.990 31.310 0.000000 481.370 31.020 0.000000 484.710 30.700 0.000000 488.860 30.400 0.000000 497.220 30.050 0.000000 504.960 29.780 0.000000 512.700 29.450 0.000000 --------------------------------------------------------------------- Name: XA1710B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 26.860 0.000000 8.150 26.710 0.000000 11.840 26.710 0.000000 20.280 26.800 0.000000 26.530 26.800 0.000000 34.160 26.530 0.000000 38.000 26.440 0.000000 41.880 26.410 0.000000 45.720 26.430 0.000000 50.740 26.530 0.000000 54.110 26.510 0.000000 60.790 25.910 0.000000 64.150 25.480 0.000000 68.700 25.460 0.000000 72.540 25.920 0.000000 76.420 26.100 0.000000 80.260 26.180 0.000000 82.820 26.100 0.000000 90.260 26.050 0.000000 95.140 26.040 0.000000 107.830 26.160 0.000000 112.710 26.040 0.000000 117.590 25.960 0.000000 121.340 25.990 0.000000 125.130 25.910 0.000000 132.710 25.880 0.000000 135.500 25.810 0.000000 140.380 25.800 0.000000 145.260 25.590 0.000000 150.140 25.560 0.000000 154.650 25.660 0.000000 159.150 25.590 0.000000 163.600 25.470 0.000000 168.100 25.440 0.000000 173.030 25.550 0.000000 180.470 25.640 0.000000 188.430 25.660 0.000000 192.640 25.590 0.000000 197.480 25.630 0.000000 202.260 25.740 0.000000 209.510 25.660 0.000000 213.160 25.850 0.000000 216.710 26.080 0.000000 220.220 25.940 0.000000 223.630 26.010 0.000000 227.090 25.880 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 925 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 231.490 26.000 0.000000 235.950 25.720 0.000000 240.400 25.650 0.000000 244.810 25.810 0.000000 253.710 25.700 0.000000 258.170 25.790 0.000000 262.570 25.840 0.000000 266.550 25.720 0.000000 270.300 25.720 0.000000 274.090 25.780 0.000000 282.240 25.630 0.000000 292.420 25.280 0.000000 296.450 25.180 0.000000 310.380 25.090 0.000000 319.810 25.290 0.000000 323.550 25.290 0.000000 327.250 25.250 0.000000 330.990 25.160 0.000000 335.680 25.130 0.000000 340.370 25.280 0.000000 344.820 25.550 0.000000 349.280 25.590 0.000000 353.730 25.350 0.000000 363.210 25.420 0.000000 374.720 25.710 0.000000 378.650 25.890 0.000000 386.940 25.940 0.000000 391.110 26.010 0.000000 393.720 26.120 0.000000 396.330 26.040 0.000000 399.260 26.090 0.000000 402.200 25.980 0.000000 406.370 25.990 0.000000 414.660 25.910 0.000000 418.640 25.950 0.000000 422.620 25.940 0.000000 426.650 25.890 0.000000 430.630 25.920 0.000000 435.270 26.140 0.000000 438.870 26.220 0.000000 443.750 26.070 0.000000 446.220 26.140 0.000000 448.730 26.270 0.000000 451.280 26.250 0.000000 453.610 26.350 0.000000 457.870 26.380 0.000000 461.140 26.260 0.000000 464.410 26.080 0.000000 467.440 26.150 0.000000 470.520 26.250 0.000000 473.790 26.170 0.000000 --------------------------------------------------------------------- Name: XA1720B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 21.294 0.000000 4.340 21.328 0.000000 8.680 21.288 0.000000 13.020 21.414 0.000000 18.340 21.476 0.000000 23.650 21.389 0.000000 28.690 21.373 0.000000 33.730 21.366 0.000000 38.770 21.417 0.000000 43.810 21.365 0.000000 49.690 21.443 0.000000 55.580 21.387 0.000000 61.470 21.367 0.000000 67.350 21.467 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 926 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 73.250 21.621 0.000000 79.140 21.598 0.000000 84.390 21.845 0.000000 89.640 22.026 0.000000 94.890 21.883 0.000000 99.440 21.877 0.000000 104.010 21.909 0.000000 109.060 22.014 0.000000 114.130 22.049 0.000000 119.180 21.927 0.000000 124.250 21.866 0.000000 127.960 21.880 0.000000 131.670 21.967 0.000000 135.830 21.982 0.000000 140.000 22.074 0.000000 --------------------------------------------------------------------- Name: XA1730B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 25.800 0.000000 4.720 25.290 0.000000 9.350 24.730 0.000000 14.070 24.410 0.000000 18.790 24.470 0.000000 23.420 25.020 0.000000 28.140 25.240 0.000000 32.580 25.410 0.000000 37.020 24.950 0.000000 41.370 25.240 0.000000 45.630 25.370 0.000000 49.980 25.190 0.000000 54.240 24.930 0.000000 62.840 24.660 0.000000 67.190 24.470 0.000000 72.100 24.380 0.000000 77.000 24.140 0.000000 82.000 24.110 0.000000 86.910 23.800 0.000000 91.810 23.920 0.000000 96.810 23.830 0.000000 101.720 23.680 0.000000 106.620 23.510 0.000000 111.620 23.260 0.000000 116.530 23.220 0.000000 121.430 23.080 0.000000 131.330 22.880 0.000000 141.240 22.810 0.000000 146.140 22.730 0.000000 151.050 22.600 0.000000 156.050 22.520 0.000000 165.860 22.550 0.000000 175.760 22.460 0.000000 180.670 22.500 0.000000 185.660 22.510 0.000000 205.380 22.350 0.000000 215.280 22.310 0.000000 225.090 22.350 0.000000 254.710 22.370 0.000000 259.610 22.310 0.000000 269.520 22.320 0.000000 274.420 22.290 0.000000 279.420 22.310 0.000000 284.330 22.390 0.000000 289.230 22.420 0.000000 294.230 22.330 0.000000 303.210 22.370 0.000000 307.280 22.370 0.000000 329.310 22.290 0.000000 333.930 22.320 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 927 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 338.660 22.310 0.000000 347.910 22.380 0.000000 357.260 22.270 0.000000 366.510 22.210 0.000000 371.140 22.200 0.000000 380.860 22.230 0.000000 384.190 22.270 0.000000 387.620 22.350 0.000000 392.520 22.240 0.000000 397.520 22.220 0.000000 402.520 22.160 0.000000 407.520 22.040 0.000000 417.510 21.910 0.000000 422.420 21.940 0.000000 427.410 22.090 0.000000 432.410 22.020 0.000000 437.410 21.890 0.000000 441.300 21.950 0.000000 445.180 22.120 0.000000 449.070 22.140 0.000000 452.960 22.060 0.000000 457.680 21.800 0.000000 462.400 21.700 0.000000 481.190 21.850 0.000000 485.820 21.870 0.000000 495.260 21.870 0.000000 499.880 21.900 0.000000 517.010 21.820 0.000000 524.780 21.820 0.000000 534.130 21.630 0.000000 538.850 21.580 0.000000 543.570 21.480 0.000000 562.270 21.470 0.000000 566.990 21.470 0.000000 576.330 21.480 0.000000 584.110 21.470 0.000000 587.160 21.470 0.000000 590.490 21.530 0.000000 592.990 21.470 0.000000 597.070 21.470 0.000000 601.320 21.470 0.000000 605.580 21.470 0.000000 609.930 21.470 0.000000 614.190 21.470 0.000000 619.190 21.470 0.000000 624.180 21.470 0.000000 629.180 21.470 0.000000 634.180 21.470 0.000000 639.180 21.470 0.000000 644.180 21.470 0.000000 649.170 21.470 0.000000 654.170 21.470 0.000000 659.170 21.470 0.000000 664.170 21.470 0.000000 669.170 21.470 0.000000 679.160 21.470 0.000000 694.160 21.470 0.000000 704.150 21.470 0.000000 714.150 21.470 0.000000 719.140 21.470 0.000000 724.140 21.470 0.000000 729.140 21.470 0.000000 734.140 21.470 0.000000 744.130 21.470 0.000000 749.130 21.470 0.000000 754.130 21.470 0.000000 759.130 21.470 0.000000 764.130 21.470 0.000000 769.120 21.470 0.000000 784.120 21.470 0.000000 789.120 21.470 0.000000 794.110 21.470 0.000000 799.110 21.470 0.000000 804.110 21.470 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 928 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 814.100 21.470 0.000000 819.100 21.470 0.000000 829.100 21.470 0.000000 832.710 21.470 0.000000 836.320 21.470 0.000000 839.830 21.470 0.000000 847.240 21.470 0.000000 850.110 21.470 0.000000 856.590 21.470 0.000000 859.830 21.470 0.000000 863.070 21.470 0.000000 867.050 21.470 0.000000 871.120 21.470 0.000000 875.840 21.470 0.000000 880.560 21.470 0.000000 885.280 21.470 0.000000 889.810 21.470 0.000000 897.680 21.470 0.000000 905.090 21.470 0.000000 908.880 21.470 0.000000 913.140 21.560 0.000000 917.400 21.800 0.000000 921.470 22.070 0.000000 925.540 22.070 0.000000 --------------------------------------------------------------------- Name: XA1740B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.760 0.000000 14.830 23.860 0.000000 24.730 23.750 0.000000 29.680 23.390 0.000000 34.630 22.720 0.000000 39.560 22.250 0.000000 44.510 22.230 0.000000 49.460 22.260 0.000000 54.410 22.190 0.000000 59.360 22.280 0.000000 64.290 22.430 0.000000 69.240 22.470 0.000000 74.180 22.540 0.000000 79.130 22.670 0.000000 84.080 22.870 0.000000 89.010 23.110 0.000000 92.450 23.190 0.000000 95.890 23.340 0.000000 99.400 23.420 0.000000 107.770 23.540 0.000000 111.760 23.560 0.000000 119.770 23.480 0.000000 123.750 23.540 0.000000 131.760 23.490 0.000000 139.720 23.550 0.000000 148.110 23.670 0.000000 164.430 23.730 0.000000 168.450 23.800 0.000000 175.420 23.860 0.000000 178.220 24.000 0.000000 181.010 24.190 0.000000 184.960 24.390 0.000000 188.910 24.310 0.000000 --------------------------------------------------------------------- Name: XA1740C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 929 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- 0.000 24.640 0.000000 4.120 24.600 0.000000 12.370 24.070 0.000000 16.090 23.970 0.000000 23.590 23.900 0.000000 31.540 23.770 0.000000 35.640 23.730 0.000000 39.620 23.750 0.000000 64.310 23.750 0.000000 70.490 23.680 0.000000 78.400 23.670 0.000000 80.970 23.690 0.000000 90.900 23.640 0.000000 95.120 23.570 0.000000 107.010 23.310 0.000000 111.340 23.270 0.000000 115.090 23.180 0.000000 126.680 22.960 0.000000 136.630 22.690 0.000000 141.590 22.680 0.000000 146.570 22.510 0.000000 151.310 22.430 0.000000 156.060 22.570 0.000000 160.100 22.990 0.000000 164.120 23.460 0.000000 168.160 23.570 0.000000 173.010 23.630 0.000000 177.860 23.670 0.000000 187.580 23.710 0.000000 192.430 23.760 0.000000 --------------------------------------------------------------------- Name: XA1740D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 24.310 0.000000 4.750 24.080 0.000000 9.490 23.940 0.000000 14.240 23.860 0.000000 23.750 23.830 0.000000 28.490 23.750 0.000000 33.240 23.600 0.000000 37.980 23.500 0.000000 42.730 23.650 0.000000 47.480 23.490 0.000000 56.780 23.370 0.000000 61.320 23.070 0.000000 70.410 22.500 0.000000 193.050 22.820 0.000000 199.950 23.150 0.000000 204.550 23.300 0.000000 --------------------------------------------------------------------- Name: XA1740E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.300 0.000000 4.980 23.240 0.000000 9.960 23.200 0.000000 14.980 23.180 0.000000 19.960 23.120 0.000000 24.940 23.070 0.000000 29.920 23.010 0.000000 34.900 23.030 0.000000 39.880 23.080 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 930 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 44.890 23.120 0.000000 49.870 23.080 0.000000 54.850 22.950 0.000000 59.830 22.880 0.000000 64.810 22.870 0.000000 69.790 22.790 0.000000 74.810 22.700 0.000000 79.790 22.750 0.000000 84.770 22.820 0.000000 89.470 22.860 0.000000 94.410 22.960 0.000000 99.350 23.060 0.000000 103.620 23.190 0.000000 107.930 23.400 0.000000 112.200 23.640 0.000000 116.500 23.800 0.000000 121.210 23.760 0.000000 125.950 23.660 0.000000 130.650 23.360 0.000000 134.050 23.160 0.000000 137.410 23.040 0.000000 140.810 22.980 0.000000 145.630 22.980 0.000000 150.450 23.000 0.000000 155.270 22.980 0.000000 160.090 22.930 0.000000 164.880 22.930 0.000000 169.700 22.970 0.000000 174.520 23.020 0.000000 179.340 23.040 0.000000 184.160 23.080 0.000000 188.980 23.120 0.000000 193.210 23.210 0.000000 197.440 23.400 0.000000 201.630 23.390 0.000000 206.060 23.410 0.000000 210.720 23.520 0.000000 215.380 23.590 0.000000 220.050 23.690 0.000000 224.670 23.820 0.000000 228.820 23.890 0.000000 232.970 23.970 0.000000 237.120 24.050 0.000000 241.860 24.100 0.000000 246.560 24.210 0.000000 251.310 24.300 0.000000 256.010 24.370 0.000000 259.330 24.320 0.000000 262.650 24.380 0.000000 267.230 24.480 0.000000 271.780 24.610 0.000000 276.360 24.620 0.000000 280.910 24.800 0.000000 285.490 24.870 0.000000 290.030 24.920 0.000000 294.620 24.960 0.000000 299.200 25.100 0.000000 303.510 25.310 0.000000 307.860 25.540 0.000000 312.560 25.590 0.000000 317.300 25.630 0.000000 322.010 25.660 0.000000 326.710 25.650 0.000000 331.450 25.770 0.000000 335.680 25.770 0.000000 339.950 25.710 0.000000 344.570 25.680 0.000000 349.200 25.700 0.000000 353.820 25.760 0.000000 358.440 25.780 0.000000 362.400 25.900 0.000000 366.350 25.930 0.000000 370.300 25.870 0.000000 375.280 25.830 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 931 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 380.260 25.850 0.000000 385.240 26.070 0.000000 390.220 26.120 0.000000 395.200 26.020 0.000000 --------------------------------------------------------------------- Name: XA1750B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 23.460 0.000000 9.560 23.280 0.000000 12.790 23.260 0.000000 20.450 23.120 0.000000 24.880 23.010 0.000000 28.150 22.970 0.000000 32.320 22.920 0.000000 36.480 23.000 0.000000 48.710 22.860 0.000000 56.340 22.870 0.000000 63.960 22.940 0.000000 81.630 22.970 0.000000 98.100 22.860 0.000000 101.370 22.860 0.000000 105.390 22.920 0.000000 109.520 22.900 0.000000 113.610 22.810 0.000000 117.730 22.820 0.000000 124.090 22.910 0.000000 126.580 22.980 0.000000 130.150 22.980 0.000000 133.720 22.870 0.000000 138.520 22.880 0.000000 149.530 23.000 0.000000 159.160 23.010 0.000000 168.830 23.110 0.000000 173.660 23.080 0.000000 187.310 23.130 0.000000 190.250 23.050 0.000000 198.950 23.020 0.000000 203.080 22.980 0.000000 217.540 23.010 0.000000 222.530 22.970 0.000000 230.150 22.880 0.000000 234.800 22.870 0.000000 238.930 22.920 0.000000 243.050 22.910 0.000000 255.440 22.840 0.000000 263.540 22.880 0.000000 270.540 22.850 0.000000 274.590 22.860 0.000000 279.390 22.790 0.000000 298.540 22.820 0.000000 303.330 22.790 0.000000 312.890 22.810 0.000000 332.040 22.700 0.000000 340.080 22.510 0.000000 347.660 22.470 0.000000 354.910 22.490 0.000000 358.970 22.550 0.000000 363.020 22.570 0.000000 367.070 22.540 0.000000 371.870 22.550 0.000000 --------------------------------------------------------------------- Name: XA1750C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 932 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- 514.630 20.990 0.000000 518.540 20.940 0.000000 522.460 20.960 0.000000 525.770 20.920 0.000000 529.950 20.900 0.000000 534.190 20.890 0.000000 538.300 20.910 0.000000 542.220 20.960 0.000000 546.330 21.060 0.000000 550.570 21.290 0.000000 554.820 21.470 0.000000 558.200 21.620 0.000000 562.110 21.750 0.000000 566.150 21.900 0.000000 570.400 22.050 0.000000 574.640 22.210 0.000000 579.090 22.380 0.000000 582.860 22.520 0.000000 586.580 22.670 0.000000 591.020 22.960 0.000000 594.800 23.110 0.000000 598.510 23.230 0.000000 602.630 23.340 0.000000 606.540 23.440 0.000000 610.720 23.580 0.000000 614.490 23.760 0.000000 618.210 23.930 0.000000 622.720 24.130 0.000000 626.430 24.280 0.000000 630.210 24.400 0.000000 634.650 24.640 0.000000 638.430 24.790 0.000000 642.150 24.910 0.000000 646.590 25.060 0.000000 649.640 25.160 0.000000 652.760 25.240 0.000000 656.730 25.410 0.000000 659.920 25.620 0.000000 663.100 25.800 0.000000 --------------------------------------------------------------------- Name: XA1750D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.550 0.000000 4.200 22.550 0.000000 8.140 22.430 0.000000 15.970 22.360 0.000000 23.330 22.250 0.000000 26.210 22.290 0.000000 29.050 22.370 0.000000 38.400 22.440 0.000000 52.450 22.410 0.000000 61.800 22.470 0.000000 66.210 22.580 0.000000 70.620 22.610 0.000000 75.000 22.550 0.000000 79.370 22.530 0.000000 83.740 22.550 0.000000 92.490 22.520 0.000000 101.100 22.630 0.000000 104.760 22.610 0.000000 112.010 22.610 0.000000 116.640 22.590 0.000000 124.920 22.710 0.000000 128.370 22.670 0.000000 136.730 22.660 0.000000 141.030 22.590 0.000000 145.160 22.620 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 933 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 152.520 22.620 0.000000 156.320 22.680 0.000000 160.770 22.630 0.000000 164.570 22.540 0.000000 172.220 22.560 0.000000 180.430 22.530 0.000000 194.870 22.410 0.000000 197.820 22.450 0.000000 201.450 22.820 0.000000 208.670 23.660 0.000000 213.080 23.900 0.000000 217.770 24.300 0.000000 227.160 24.660 0.000000 236.510 25.180 0.000000 241.200 25.370 0.000000 259.230 25.700 0.000000 267.090 25.810 0.000000 272.070 25.820 0.000000 281.990 25.950 0.000000 290.990 26.030 0.000000 295.110 26.040 0.000000 298.740 26.100 0.000000 306.060 26.100 0.000000 308.590 26.160 0.000000 315.200 26.160 0.000000 323.450 26.270 0.000000 326.870 26.290 0.000000 335.690 26.280 0.000000 346.670 26.320 0.000000 355.600 26.290 0.000000 --------------------------------------------------------------------- Name: XA1760C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 21.850 0.120000 4.990 21.910 0.120000 9.440 21.530 0.120000 13.900 21.300 0.120000 18.490 21.310 0.120000 22.950 21.430 0.070000 26.230 21.380 0.070000 30.160 21.290 0.070000 34.100 21.140 0.070000 38.030 21.080 0.070000 41.970 21.060 0.070000 45.770 21.060 0.070000 49.700 21.080 0.120000 53.640 21.130 0.120000 57.570 21.200 0.120000 61.500 21.330 0.120000 65.440 21.440 0.120000 69.370 21.600 0.120000 71.860 21.630 0.120000 74.490 21.640 0.120000 --------------------------------------------------------------------- Name: XA1760D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.740 0.000000 4.160 23.090 0.000000 8.270 23.490 0.000000 11.760 23.910 0.000000 19.810 25.000 0.000000 23.970 25.210 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 934 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA1770B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 27.570 0.000000 4.140 27.420 0.000000 12.530 27.670 0.000000 16.670 27.460 0.000000 20.800 27.400 0.000000 24.060 27.460 0.000000 27.320 27.260 0.000000 31.330 27.220 0.000000 35.340 27.290 0.000000 39.720 27.480 0.000000 43.980 27.620 0.000000 52.250 27.380 0.000000 60.650 27.080 0.000000 65.160 27.250 0.000000 68.040 27.290 0.000000 71.050 27.250 0.000000 74.810 27.410 0.000000 78.570 27.440 0.000000 82.200 27.340 0.000000 87.090 27.130 0.000000 91.970 27.270 0.000000 96.860 27.640 0.000000 101.750 27.900 0.000000 106.630 27.880 0.000000 111.520 27.190 0.000000 116.410 27.220 0.000000 123.170 27.360 0.000000 125.680 27.330 0.000000 137.330 27.280 0.000000 146.980 27.570 0.000000 151.740 27.440 0.000000 156.510 27.200 0.000000 161.390 27.140 0.000000 166.150 27.140 0.000000 170.920 27.190 0.000000 174.680 27.320 0.000000 178.430 27.260 0.000000 182.190 26.900 0.000000 185.950 26.690 0.000000 190.090 26.700 0.000000 194.220 26.490 0.000000 198.980 26.150 0.000000 203.750 26.210 0.000000 208.510 26.230 0.000000 218.030 26.480 0.000000 222.790 26.300 0.000000 227.550 26.170 0.000000 231.440 26.450 0.000000 235.200 26.500 0.000000 240.080 26.720 0.000000 245.100 27.070 0.000000 249.980 27.100 0.000000 253.120 27.000 0.000000 256.120 27.000 0.000000 260.890 27.080 0.000000 274.420 27.260 0.000000 286.950 27.380 0.000000 290.830 27.500 0.000000 294.840 27.560 0.000000 299.480 27.530 0.000000 313.140 27.590 0.000000 324.290 27.780 0.000000 334.190 27.910 0.000000 339.080 27.860 0.000000 344.090 27.880 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 935 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 348.970 27.910 0.000000 358.870 28.030 0.000000 363.760 28.050 0.000000 368.770 28.050 0.000000 373.660 27.980 0.000000 377.290 27.970 0.000000 380.930 27.880 0.000000 385.060 27.910 0.000000 389.200 27.980 0.000000 393.330 27.950 0.000000 397.470 27.890 0.000000 401.730 27.920 0.000000 405.990 27.980 0.000000 408.620 28.180 0.000000 415.010 28.510 0.000000 423.410 28.740 0.000000 427.790 28.660 0.000000 430.920 28.510 0.000000 433.930 28.290 0.000000 438.190 28.230 0.000000 442.330 28.420 0.000000 446.460 28.370 0.000000 450.470 28.250 0.000000 454.610 28.200 0.000000 457.990 28.210 0.000000 461.500 28.270 0.000000 464.510 28.350 0.000000 473.780 28.300 0.000000 478.040 28.310 0.000000 481.300 28.360 0.000000 490.440 28.340 0.000000 497.710 28.480 0.000000 503.850 28.550 0.000000 507.360 28.550 0.000000 509.620 28.490 0.000000 516.510 28.420 0.000000 521.020 28.490 0.000000 525.400 28.460 0.000000 534.300 28.540 0.000000 538.810 28.540 0.000000 541.690 28.610 0.000000 552.220 28.720 0.000000 563.750 28.780 0.000000 575.400 28.900 0.000000 579.910 28.890 0.000000 584.050 28.910 0.000000 591.310 28.980 0.000000 595.450 29.050 0.000000 603.840 28.940 0.000000 608.110 28.950 0.000000 623.020 28.860 0.000000 631.410 28.900 0.000000 635.800 28.980 0.000000 640.310 29.010 0.000000 644.690 29.160 0.000000 653.090 29.300 0.000000 663.360 29.290 0.000000 675.270 29.370 0.000000 681.280 29.310 0.000000 688.800 29.310 0.000000 692.690 29.340 0.000000 704.970 29.490 0.000000 716.120 29.390 0.000000 719.880 29.440 0.000000 728.270 29.500 0.000000 732.780 29.480 0.000000 739.050 29.670 0.000000 742.680 29.650 0.000000 745.310 29.600 0.000000 747.820 29.660 0.000000 759.850 29.760 0.000000 763.980 29.720 0.000000 768.240 29.630 0.000000 772.510 29.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 936 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 780.400 29.780 0.000000 791.180 29.850 0.000000 810.600 29.600 0.000000 820.620 29.530 0.000000 825.380 29.630 0.000000 829.900 29.530 0.000000 834.530 29.600 0.000000 843.930 29.600 0.000000 852.320 29.720 0.000000 864.230 29.620 0.000000 872.620 29.490 0.000000 876.380 29.520 0.000000 880.270 29.490 0.000000 884.150 29.390 0.000000 888.660 29.500 0.000000 902.950 29.260 0.000000 907.960 29.030 0.000000 912.850 28.930 0.000000 917.980 29.010 0.000000 922.870 28.960 0.000000 927.630 28.820 0.000000 932.390 28.820 0.000000 937.160 28.990 0.000000 941.920 29.120 0.000000 946.800 29.090 0.000000 956.330 29.080 0.000000 960.210 29.130 0.000000 964.100 29.360 0.000000 968.110 29.550 0.000000 972.990 29.720 0.000000 978.010 30.000 0.000000 983.020 30.000 0.000000 985.770 30.050 0.000000 992.420 30.120 0.000000 996.170 30.200 0.000000 999.810 30.370 0.000000 1002.570 30.310 0.000000 1005.450 30.290 0.000000 1013.970 30.460 0.000000 1017.980 30.480 0.000000 1027.130 30.340 0.000000 1033.520 30.350 0.000000 1037.400 30.320 0.000000 1045.670 30.350 0.000000 1050.180 30.470 0.000000 1055.190 30.860 0.000000 1059.330 31.020 0.000000 1063.960 31.260 0.000000 1068.600 31.230 0.000000 1073.240 31.100 0.000000 1077.870 31.080 0.000000 1081.260 31.200 0.000000 1084.510 31.080 0.000000 1092.780 31.320 0.000000 1096.920 31.410 0.000000 1101.060 31.440 0.000000 1108.450 31.610 0.000000 1113.330 31.700 0.000000 1117.850 31.680 0.000000 1122.230 31.430 0.000000 1126.740 31.420 0.000000 1131.250 31.490 0.000000 1135.640 31.470 0.000000 1138.900 31.500 0.000000 1142.780 31.580 0.000000 1146.670 31.730 0.000000 1150.050 31.760 0.000000 1154.310 31.860 0.000000 1162.580 31.990 0.000000 1165.960 31.990 0.000000 1174.360 32.090 0.000000 1195.910 32.120 0.000000 1207.190 32.160 0.000000 1213.700 32.200 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 937 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1223.980 32.330 0.000000 1228.490 32.200 0.000000 1233.000 32.270 0.000000 1237.640 32.470 0.000000 1241.020 32.690 0.000000 1248.790 33.280 0.000000 1253.050 33.230 0.000000 --------------------------------------------------------------------- Name: XA1770C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 33.230 0.000000 4.830 33.190 0.000000 9.610 32.930 0.000000 16.740 31.910 0.000000 20.630 31.560 0.000000 24.470 31.500 0.000000 32.840 31.570 0.000000 44.330 31.390 0.000000 48.220 31.310 0.000000 51.520 31.290 0.000000 55.650 31.200 0.000000 59.720 31.160 0.000000 66.440 31.250 0.000000 69.030 31.210 0.000000 75.990 30.870 0.000000 80.470 30.790 0.000000 82.890 30.580 0.000000 87.900 30.430 0.000000 91.730 30.170 0.000000 95.620 30.060 0.000000 100.100 30.060 0.000000 104.460 29.920 0.000000 106.940 29.910 0.000000 114.660 30.080 0.000000 119.380 30.410 0.000000 123.980 30.480 0.000000 128.580 30.680 0.000000 130.930 30.640 0.000000 135.420 30.380 0.000000 138.540 30.310 0.000000 143.020 30.240 0.000000 146.260 30.040 0.000000 150.680 29.910 0.000000 154.810 29.710 0.000000 158.520 29.500 0.000000 162.240 29.440 0.000000 166.900 29.660 0.000000 170.670 29.630 0.000000 178.210 29.410 0.000000 184.460 29.330 0.000000 189.420 29.320 0.000000 194.430 29.630 0.000000 203.860 29.370 0.000000 208.280 29.490 0.000000 212.760 29.680 0.000000 216.590 29.280 0.000000 220.430 29.240 0.000000 224.260 29.130 0.000000 228.090 28.870 0.000000 231.390 28.610 0.000000 234.690 28.530 0.000000 237.230 28.500 0.000000 245.420 28.460 0.000000 253.260 28.480 0.000000 261.690 28.400 0.000000 265.880 28.410 0.000000 276.250 28.690 0.000000 285.100 28.510 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 938 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 290.170 28.530 0.000000 294.880 28.590 0.000000 299.660 28.690 0.000000 304.370 28.580 0.000000 309.150 28.730 0.000000 313.870 28.940 0.000000 318.640 28.970 0.000000 323.360 28.780 0.000000 328.070 28.660 0.000000 332.790 28.620 0.000000 346.940 28.330 0.000000 351.650 28.320 0.000000 356.310 28.350 0.000000 364.210 28.340 0.000000 371.930 28.210 0.000000 376.710 28.090 0.000000 381.900 28.140 0.000000 384.430 28.200 0.000000 386.970 28.060 0.000000 391.570 28.030 0.000000 395.340 28.070 0.000000 400.940 28.020 0.000000 405.890 28.160 0.000000 409.490 27.970 0.000000 414.440 27.780 0.000000 434.310 27.830 0.000000 444.210 27.780 0.000000 449.160 27.860 0.000000 459.130 27.800 0.000000 483.180 27.890 0.000000 488.250 27.820 0.000000 496.680 27.740 0.000000 502.990 27.790 0.000000 505.640 27.700 0.000000 510.360 27.340 0.000000 515.070 27.140 0.000000 519.260 27.040 0.000000 523.800 27.000 0.000000 528.340 27.100 0.000000 533.170 27.040 0.000000 537.830 26.860 0.000000 542.540 26.460 0.000000 547.200 26.750 0.000000 551.860 27.180 0.000000 556.580 27.300 0.000000 561.230 27.130 0.000000 568.420 26.450 0.000000 570.960 26.400 0.000000 574.610 26.380 0.000000 577.800 26.550 0.000000 580.920 26.780 0.000000 585.290 27.250 0.000000 589.530 27.290 0.000000 --------------------------------------------------------------------- Name: XA1780B_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 24.210 0.120000 2.500 24.110 0.120000 7.500 24.000 0.120000 12.500 23.920 0.120000 17.880 24.070 0.120000 20.380 23.800 0.120000 25.380 23.800 0.120000 30.380 23.710 0.120000 32.450 23.790 0.120000 34.950 23.770 0.120000 39.950 23.570 0.120000 48.690 23.460 0.120000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 939 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 51.190 23.870 0.120000 56.190 23.870 0.120000 61.190 23.890 0.120000 66.220 23.810 0.120000 68.720 23.850 0.120000 73.720 23.840 0.120000 78.720 24.050 0.120000 82.160 24.100 0.120000 --------------------------------------------------------------------- Name: XA1780B_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 25.120 0.120000 11.900 24.640 0.120000 19.880 24.590 0.120000 27.240 24.830 0.120000 31.090 25.120 0.120000 --------------------------------------------------------------------- Name: XA1790B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 32.480 0.000000 3.380 32.420 0.000000 6.720 32.260 0.000000 10.100 32.140 0.000000 14.320 32.040 0.000000 18.550 31.930 0.000000 22.810 31.790 0.000000 27.040 31.680 0.000000 31.260 31.540 0.000000 35.530 31.360 0.000000 39.750 31.240 0.000000 44.020 31.150 0.000000 48.240 30.850 0.000000 52.510 30.780 0.000000 56.730 30.600 0.000000 61.000 30.430 0.000000 65.430 30.270 0.000000 69.850 30.150 0.000000 74.280 30.010 0.000000 78.700 29.980 0.000000 83.050 29.860 0.000000 87.350 29.730 0.000000 91.700 29.580 0.000000 96.010 29.520 0.000000 100.150 29.430 0.000000 104.290 29.340 0.000000 108.320 29.290 0.000000 112.340 29.290 0.000000 116.370 29.240 0.000000 120.390 29.150 0.000000 124.290 29.080 0.000000 128.190 29.050 0.000000 132.060 28.990 0.000000 135.600 28.900 0.000000 139.180 28.830 0.000000 143.080 28.790 0.000000 146.990 28.730 0.000000 150.930 28.720 0.000000 154.830 28.710 0.000000 159.740 28.660 0.000000 164.650 28.560 0.000000 169.560 28.440 0.000000 174.470 28.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 940 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 179.380 28.440 0.000000 184.290 28.300 0.000000 189.110 28.260 0.000000 193.940 28.280 0.000000 198.770 28.240 0.000000 203.560 28.160 0.000000 208.390 28.240 0.000000 211.930 28.260 0.000000 215.470 28.240 0.000000 219.850 28.120 0.000000 224.200 28.290 0.000000 228.590 28.220 0.000000 232.970 28.110 0.000000 237.320 28.080 0.000000 241.620 28.060 0.000000 245.890 28.130 0.000000 250.150 28.200 0.000000 254.420 28.060 0.000000 259.250 28.060 0.000000 264.030 28.090 0.000000 267.370 28.120 0.000000 270.710 28.140 0.000000 274.090 28.160 0.000000 277.960 28.210 0.000000 281.860 28.170 0.000000 285.720 28.160 0.000000 288.820 28.160 0.000000 291.920 28.170 0.000000 296.220 28.150 0.000000 300.490 28.160 0.000000 304.750 28.210 0.000000 309.220 28.150 0.000000 313.650 28.120 0.000000 318.070 28.080 0.000000 322.500 28.080 0.000000 326.520 28.050 0.000000 330.510 28.050 0.000000 334.530 28.020 0.000000 338.960 28.070 0.000000 343.380 28.040 0.000000 347.810 28.050 0.000000 352.230 28.040 0.000000 356.580 28.050 0.000000 360.930 28.080 0.000000 365.230 28.160 0.000000 369.580 28.160 0.000000 373.120 28.070 0.000000 376.660 28.020 0.000000 380.200 27.970 0.000000 383.980 27.910 0.000000 387.760 28.010 0.000000 391.550 28.010 0.000000 395.170 28.000 0.000000 398.750 28.030 0.000000 402.370 28.040 0.000000 --------------------------------------------------------------------- Name: XA1800C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.230 0.000000 4.090 33.780 0.000000 8.170 33.130 0.000000 14.060 33.440 0.000000 18.980 34.170 0.000000 27.760 33.500 0.000000 32.520 33.300 0.000000 37.250 33.260 0.000000 41.980 33.330 0.000000 45.710 33.500 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 941 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.410 33.640 0.000000 56.840 33.640 0.000000 62.050 33.770 0.000000 73.340 34.370 0.000000 77.110 34.520 0.000000 79.840 34.670 0.000000 82.580 34.680 0.000000 84.860 34.620 0.000000 88.820 34.290 0.000000 92.450 33.610 0.000000 96.090 32.740 0.000000 98.920 32.010 0.000000 101.750 31.210 0.000000 105.800 30.150 0.000000 109.850 29.350 0.000000 113.910 28.860 0.000000 117.830 28.600 0.000000 121.600 28.470 0.000000 124.910 28.420 0.000000 128.960 28.170 0.000000 133.010 27.800 0.000000 137.070 27.470 0.000000 143.890 27.110 0.000000 146.850 27.130 0.000000 158.170 26.930 0.000000 167.210 27.030 0.000000 171.840 27.010 0.000000 176.470 26.900 0.000000 181.140 26.720 0.000000 185.770 26.390 0.000000 190.430 26.370 0.000000 195.070 26.980 0.000000 198.480 27.310 0.000000 201.850 27.260 0.000000 205.260 27.070 0.000000 209.700 27.000 0.000000 214.140 27.310 0.000000 218.610 27.690 0.000000 223.050 27.610 0.000000 227.490 27.280 0.000000 231.930 27.020 0.000000 236.080 26.980 0.000000 240.260 27.030 0.000000 244.410 27.050 0.000000 255.540 26.840 0.000000 260.080 26.790 0.000000 264.160 26.610 0.000000 268.280 26.540 0.000000 272.370 26.500 0.000000 276.870 26.420 0.000000 280.540 26.160 0.000000 284.200 26.060 0.000000 288.710 26.500 0.000000 293.400 26.460 0.000000 298.130 26.320 0.000000 302.830 26.360 0.000000 307.560 26.670 0.000000 312.250 26.940 0.000000 316.980 27.060 0.000000 321.680 27.030 0.000000 --------------------------------------------------------------------- Name: XA1800D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 29.420 0.000000 2.500 29.170 0.000000 10.000 29.080 0.000000 13.680 29.210 0.000000 21.180 28.990 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 942 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.090 28.850 0.000000 29.090 28.440 0.000000 34.090 28.080 0.000000 39.090 27.880 0.000000 44.090 27.820 0.000000 49.090 27.850 0.000000 51.590 27.650 0.000000 54.090 27.770 0.000000 59.090 27.690 0.000000 64.090 27.600 0.000000 69.090 27.700 0.000000 74.090 27.600 0.000000 76.590 27.600 0.000000 79.510 27.590 0.000000 84.510 27.760 0.000000 89.510 28.000 0.000000 94.510 28.090 0.000000 99.510 28.180 0.000000 104.510 28.280 0.000000 107.010 28.380 0.000000 107.540 28.450 0.000000 112.540 28.450 0.000000 117.540 28.590 0.000000 122.540 28.610 0.000000 125.040 28.560 0.000000 132.540 40.000 0.000000 137.540 40.000 0.000000 140.040 40.000 0.000000 150.560 40.000 0.000000 155.560 40.000 0.000000 158.060 40.000 0.000000 165.560 40.000 0.000000 170.560 40.000 0.000000 175.560 40.000 0.000000 180.560 40.000 0.000000 183.060 40.000 0.000000 191.780 40.000 0.000000 196.780 40.000 0.000000 201.780 40.000 0.000000 204.280 40.000 0.000000 211.780 40.000 0.000000 214.280 40.000 0.000000 217.990 40.000 0.000000 222.990 40.000 0.000000 227.990 40.000 0.000000 232.990 40.000 0.000000 235.490 40.000 0.000000 238.610 40.000 0.000000 243.610 40.000 0.000000 248.610 40.000 0.000000 253.610 40.000 0.000000 256.110 27.930 0.000000 260.230 27.900 0.000000 265.230 27.920 0.000000 270.230 27.730 0.000000 275.230 27.480 0.000000 280.230 27.220 0.000000 285.230 27.040 0.000000 287.730 27.010 0.000000 298.260 26.910 0.000000 303.260 26.970 0.000000 305.760 27.160 0.000000 --------------------------------------------------------------------- Name: XA1810B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 25.490 0.000000 19.730 25.340 0.000000 28.090 25.340 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 943 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 31.550 25.310 0.000000 35.010 25.210 0.000000 39.410 25.050 0.000000 48.150 24.980 0.000000 52.540 24.980 0.000000 56.930 24.930 0.000000 60.630 24.930 0.000000 64.320 24.880 0.000000 68.390 24.910 0.000000 72.500 24.910 0.000000 84.840 24.700 0.000000 93.300 24.720 0.000000 97.410 24.670 0.000000 101.530 24.570 0.000000 106.160 24.540 0.000000 113.540 24.550 0.000000 117.890 24.440 0.000000 122.050 24.450 0.000000 131.400 24.570 0.000000 135.460 24.560 0.000000 139.580 24.500 0.000000 144.390 24.390 0.000000 149.250 24.390 0.000000 158.930 24.550 0.000000 172.720 24.460 0.000000 176.830 24.470 0.000000 180.990 24.430 0.000000 189.730 24.440 0.000000 194.130 24.340 0.000000 198.480 24.520 0.000000 202.870 24.660 0.000000 206.510 24.840 0.000000 210.160 24.790 0.000000 214.740 24.820 0.000000 223.860 24.950 0.000000 233.070 25.240 0.000000 237.690 25.200 0.000000 242.230 25.300 0.000000 246.760 25.280 0.000000 255.830 25.410 0.000000 258.450 25.420 0.000000 261.070 25.340 0.000000 264.760 25.280 0.000000 268.450 25.250 0.000000 272.800 25.280 0.000000 284.580 25.300 0.000000 289.910 25.270 0.000000 292.940 25.290 0.000000 297.250 25.390 0.000000 304.630 25.760 0.000000 314.770 25.860 0.000000 318.840 25.820 0.000000 322.350 25.670 0.000000 333.240 25.480 0.000000 336.930 25.390 0.000000 341.280 25.340 0.000000 349.830 25.380 0.000000 353.620 25.360 0.000000 358.570 25.370 0.000000 362.590 25.250 0.000000 366.570 25.020 0.000000 370.680 24.880 0.000000 374.840 24.890 0.000000 383.670 25.030 0.000000 392.980 24.990 0.000000 400.640 25.000 0.000000 404.990 25.230 0.000000 407.470 25.310 0.000000 410.510 25.120 0.000000 413.500 25.030 0.000000 420.140 24.990 0.000000 424.860 25.040 0.000000 429.580 25.350 0.000000 433.320 25.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 944 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 437.060 26.130 0.000000 440.840 26.630 0.000000 447.620 27.050 0.000000 450.430 27.290 0.000000 452.150 27.490 0.000000 455.150 27.140 0.000000 458.140 26.950 0.000000 462.770 27.000 0.000000 467.440 27.290 0.000000 --------------------------------------------------------------------- Name: XA1820B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 25.480 0.000000 8.600 25.450 0.000000 32.100 24.510 0.000000 40.600 24.430 0.000000 44.200 24.100 0.000000 56.800 24.400 0.000000 64.400 24.180 0.000000 73.200 24.370 0.000000 86.600 23.810 0.000000 104.500 23.600 0.000000 118.100 24.060 0.000000 132.600 23.800 0.000000 142.500 24.650 0.000000 153.900 24.480 0.000000 175.600 24.980 0.000000 183.900 24.720 0.000000 216.500 25.540 0.000000 231.400 25.330 0.000000 259.800 25.640 0.000000 263.600 25.920 0.000000 267.500 26.530 0.000000 271.500 28.800 0.000000 275.200 28.510 0.000000 278.900 27.300 0.000000 287.700 30.440 0.000000 291.800 32.710 0.000000 296.000 34.210 0.000000 299.000 38.140 0.000000 309.300 38.850 0.000000 313.900 35.730 0.000000 318.500 29.790 0.000000 323.100 26.210 0.000000 332.300 26.120 0.000000 336.900 26.370 0.000000 341.500 27.790 0.000000 344.400 29.870 0.000000 347.300 32.370 0.000000 351.900 35.550 0.000000 356.400 36.420 0.000000 365.600 36.790 0.000000 373.500 37.910 0.000000 377.200 37.170 0.000000 380.800 35.610 0.000000 384.500 33.400 0.000000 388.700 35.270 0.000000 392.600 39.290 0.000000 396.500 42.660 0.000000 400.300 42.910 0.000000 404.700 44.380 0.000000 412.400 45.310 0.000000 416.300 45.130 0.000000 420.100 44.290 0.000000 424.000 43.900 0.000000 427.200 43.170 0.000000 436.200 42.340 0.000000 440.600 41.360 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 945 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 445.100 37.110 0.000000 449.300 32.590 0.000000 453.400 30.710 0.000000 457.500 30.630 0.000000 461.700 31.270 0.000000 475.600 32.060 0.000000 485.000 32.190 0.000000 494.400 32.640 0.000000 509.000 33.920 0.000000 513.600 34.910 0.000000 518.100 38.230 0.000000 527.300 43.250 0.000000 531.900 43.520 0.000000 536.500 41.910 0.000000 541.000 36.540 0.000000 545.700 34.180 0.000000 550.200 34.110 0.000000 --------------------------------------------------------------------- Name: XA1820C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 26.240 0.000000 3.840 26.080 0.000000 7.670 25.840 0.000000 10.940 25.730 0.000000 14.210 25.580 0.000000 29.480 26.550 0.000000 33.460 26.590 0.000000 37.480 26.790 0.000000 41.490 26.940 0.000000 45.670 26.790 0.000000 49.830 26.470 0.000000 53.990 26.450 0.000000 62.130 26.590 0.000000 65.750 26.550 0.000000 75.750 26.230 0.000000 82.010 25.950 0.000000 85.490 25.910 0.000000 90.170 26.020 0.000000 93.990 25.920 0.000000 101.620 25.420 0.000000 105.450 25.420 0.000000 108.250 25.480 0.000000 114.940 25.490 0.000000 --------------------------------------------------------------------- Name: XA1850B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 73.650 0.000000 4.300 73.430 0.000000 9.090 73.410 0.000000 12.970 73.180 0.000000 16.850 72.730 0.000000 20.740 72.420 0.000000 24.620 72.420 0.000000 27.910 72.400 0.000000 31.200 72.430 0.000000 35.720 72.440 0.000000 40.250 72.360 0.000000 44.780 72.170 0.000000 49.300 72.080 0.000000 53.830 72.260 0.000000 58.350 72.590 0.000000 62.510 72.830 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 946 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 65.260 72.940 0.000000 68.020 73.030 0.000000 72.310 73.110 0.000000 76.610 73.140 0.000000 --------------------------------------------------------------------- Name: XA1860B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 73.260 0.000000 4.260 73.260 0.000000 12.460 73.100 0.000000 20.000 73.010 0.000000 29.100 72.540 0.000000 33.610 72.400 0.000000 38.200 72.370 0.000000 45.500 72.250 0.000000 47.960 72.240 0.000000 50.500 72.320 0.000000 53.120 72.340 0.000000 62.630 72.260 0.000000 76.890 72.230 0.000000 81.730 72.180 0.000000 86.480 72.170 0.000000 90.010 72.220 0.000000 93.530 72.340 0.000000 97.140 72.410 0.000000 100.910 72.350 0.000000 108.620 72.390 0.000000 116.980 72.370 0.000000 121.650 72.400 0.000000 126.240 72.580 0.000000 133.130 72.610 0.000000 136.160 72.600 0.000000 146.490 72.490 0.000000 155.020 72.370 0.000000 166.820 72.340 0.000000 174.850 72.230 0.000000 178.790 72.260 0.000000 199.200 72.520 0.000000 205.680 72.520 0.000000 210.270 72.580 0.000000 214.940 72.700 0.000000 218.790 72.700 0.000000 222.560 72.660 0.000000 226.340 72.670 0.000000 230.430 72.750 0.000000 238.390 72.760 0.000000 242.080 72.820 0.000000 250.270 73.010 0.000000 258.310 73.090 0.000000 266.750 73.240 0.000000 270.110 73.260 0.000000 274.620 73.350 0.000000 278.550 73.560 0.000000 282.410 73.670 0.000000 286.260 73.720 0.000000 298.150 73.780 0.000000 309.790 73.880 0.000000 330.610 74.110 0.000000 334.710 74.080 0.000000 337.990 74.100 0.000000 342.000 74.060 0.000000 350.450 74.090 0.000000 354.550 74.050 0.000000 360.120 74.040 0.000000 382.170 73.860 0.000000 401.350 73.760 0.000000 422.910 73.710 0.000000 441.110 73.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 947 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 459.800 73.750 0.000000 472.260 73.830 0.000000 480.050 73.930 0.000000 491.040 74.160 0.000000 497.180 74.230 0.000000 501.200 74.310 0.000000 505.140 74.290 0.000000 509.150 74.180 0.000000 512.020 74.210 0.000000 517.190 74.190 0.000000 521.120 74.130 0.000000 523.500 74.060 0.000000 526.040 74.070 0.000000 528.580 73.930 0.000000 532.430 73.630 0.000000 536.530 73.500 0.000000 545.060 73.590 0.000000 548.990 73.670 0.000000 552.270 73.680 0.000000 556.780 73.640 0.000000 560.630 73.500 0.000000 564.160 73.440 0.000000 567.190 73.510 0.000000 570.140 73.690 0.000000 577.110 73.880 0.000000 580.880 73.680 0.000000 584.650 73.580 0.000000 588.420 73.510 0.000000 592.770 73.460 0.000000 596.870 73.500 0.000000 600.560 73.590 0.000000 604.330 73.640 0.000000 612.360 73.570 0.000000 616.460 73.460 0.000000 620.890 73.470 0.000000 624.900 73.530 0.000000 632.120 73.580 0.000000 640.720 73.540 0.000000 649.410 73.740 0.000000 659.090 73.600 0.000000 662.530 73.520 0.000000 676.790 73.390 0.000000 681.140 73.390 0.000000 684.910 73.510 0.000000 692.370 73.890 0.000000 696.880 73.870 0.000000 700.980 73.800 0.000000 704.670 73.770 0.000000 712.130 73.770 0.000000 715.490 73.710 0.000000 720.410 73.540 0.000000 725.320 73.580 0.000000 730.240 73.670 0.000000 738.030 73.700 0.000000 758.850 73.870 0.000000 763.200 73.810 0.000000 779.840 73.900 0.000000 787.870 73.980 0.000000 792.300 74.070 0.000000 796.720 74.180 0.000000 801.230 74.260 0.000000 811.480 74.100 0.000000 815.250 74.090 0.000000 819.760 74.120 0.000000 --------------------------------------------------------------------- Name: XA1870B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 73.820 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 948 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 4.240 73.820 0.000000 12.120 73.700 0.000000 16.010 73.580 0.000000 19.290 73.420 0.000000 23.480 73.130 0.000000 27.620 72.890 0.000000 39.330 72.580 0.000000 48.020 72.750 0.000000 51.450 72.840 0.000000 57.310 72.730 0.000000 60.690 72.820 0.000000 68.670 73.200 0.000000 73.210 73.140 0.000000 84.420 73.170 0.000000 94.370 73.020 0.000000 99.360 73.090 0.000000 112.950 73.170 0.000000 120.520 73.350 0.000000 124.510 73.520 0.000000 128.400 73.760 0.000000 132.840 73.700 0.000000 135.920 73.790 0.000000 138.440 73.920 0.000000 147.230 73.970 0.000000 159.140 74.170 0.000000 162.880 74.210 0.000000 183.380 74.120 0.000000 191.360 74.060 0.000000 203.120 73.730 0.000000 207.360 73.690 0.000000 211.600 73.680 0.000000 223.370 73.740 0.000000 238.870 73.890 0.000000 255.020 73.830 0.000000 258.760 73.850 0.000000 267.600 73.960 0.000000 272.550 73.920 0.000000 282.390 73.510 0.000000 287.190 73.700 0.000000 295.720 73.910 0.000000 299.410 73.950 0.000000 311.420 73.920 0.000000 322.980 74.020 0.000000 327.070 74.060 0.000000 335.510 74.280 0.000000 342.680 74.430 0.000000 346.510 74.420 0.000000 363.330 74.050 0.000000 367.060 74.080 0.000000 370.800 74.250 0.000000 375.190 74.360 0.000000 379.430 74.380 0.000000 383.620 74.340 0.000000 386.960 74.340 0.000000 399.170 74.190 0.000000 407.150 74.180 0.000000 411.700 74.150 0.000000 424.070 74.180 0.000000 427.300 74.130 0.000000 431.790 74.140 0.000000 435.630 74.240 0.000000 438.960 74.260 0.000000 450.070 74.420 0.000000 452.690 74.350 0.000000 456.880 74.200 0.000000 465.160 74.010 0.000000 469.150 73.990 0.000000 475.820 74.050 0.000000 479.350 74.030 0.000000 482.890 73.940 0.000000 486.930 73.880 0.000000 491.120 73.860 0.000000 495.310 73.910 0.000000 504.900 74.120 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 949 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA1880B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 74.080 0.000000 4.230 74.000 0.000000 8.590 73.860 0.000000 12.420 73.800 0.000000 16.210 73.840 0.000000 19.990 73.960 0.000000 27.870 74.260 0.000000 32.330 74.340 0.000000 40.030 74.370 0.000000 43.320 74.440 0.000000 51.960 74.540 0.000000 55.750 74.490 0.000000 64.250 74.420 0.000000 71.640 74.450 0.000000 80.150 74.380 0.000000 92.570 74.420 0.000000 96.450 74.370 0.000000 108.020 74.320 0.000000 115.150 74.350 0.000000 137.190 74.260 0.000000 141.240 74.270 0.000000 145.340 74.330 0.000000 148.590 74.330 0.000000 156.330 74.410 0.000000 160.830 74.540 0.000000 167.960 74.700 0.000000 175.350 74.910 0.000000 184.160 74.860 0.000000 192.270 74.860 0.000000 204.600 75.020 0.000000 213.200 75.100 0.000000 224.640 75.110 0.000000 232.120 75.110 0.000000 246.720 75.030 0.000000 260.750 75.030 0.000000 271.790 75.120 0.000000 279.940 75.230 0.000000 291.520 75.460 0.000000 295.970 75.590 0.000000 299.180 75.650 0.000000 303.670 75.790 0.000000 311.330 75.950 0.000000 318.280 75.950 0.000000 325.450 76.000 0.000000 332.620 75.960 0.000000 336.360 75.980 0.000000 340.010 76.070 0.000000 346.420 75.850 0.000000 349.400 75.870 0.000000 356.080 75.800 0.000000 359.730 75.860 0.000000 363.430 75.880 0.000000 366.010 75.830 0.000000 372.250 75.550 0.000000 379.680 75.290 0.000000 388.500 75.080 0.000000 401.010 74.850 0.000000 413.570 74.680 0.000000 421.580 74.600 0.000000 437.030 74.500 0.000000 445.270 74.480 0.000000 --------------------------------------------------------------------- Name: XA1880C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 950 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 74.320 0.000000 4.350 74.390 0.000000 8.700 74.370 0.000000 12.500 74.250 0.000000 16.240 74.240 0.000000 24.280 74.330 0.000000 36.000 74.340 0.000000 40.130 74.310 0.000000 44.640 74.310 0.000000 47.780 74.340 0.000000 59.290 74.340 0.000000 63.800 74.300 0.000000 71.340 74.360 0.000000 79.650 74.370 0.000000 87.470 74.330 0.000000 99.640 74.360 0.000000 107.230 74.330 0.000000 115.600 74.370 0.000000 123.690 74.350 0.000000 131.890 74.420 0.000000 143.840 74.370 0.000000 151.320 74.480 0.000000 159.970 74.360 0.000000 167.620 74.330 0.000000 179.730 74.350 0.000000 187.270 74.330 0.000000 199.660 74.340 0.000000 203.450 74.320 0.000000 211.490 74.350 0.000000 231.860 74.320 0.000000 239.620 74.340 0.000000 251.510 74.330 0.000000 267.690 74.400 0.000000 281.180 74.380 0.000000 283.880 74.360 0.000000 314.260 74.380 0.000000 323.400 74.320 0.000000 327.970 74.340 0.000000 339.810 74.290 0.000000 347.570 74.400 0.000000 351.480 74.430 0.000000 363.150 74.390 0.000000 371.070 74.310 0.000000 381.200 74.320 0.000000 387.150 74.260 0.000000 390.340 74.260 0.000000 394.800 74.310 0.000000 403.110 74.330 0.000000 406.910 74.320 0.000000 411.040 74.250 0.000000 422.710 74.290 0.000000 430.470 74.260 0.000000 438.610 74.160 0.000000 442.300 74.140 0.000000 448.690 74.190 0.000000 454.580 74.160 0.000000 462.280 74.170 0.000000 474.340 74.220 0.000000 478.520 74.200 0.000000 486.450 74.120 0.000000 494.930 74.170 0.000000 506.160 74.110 0.000000 518.710 74.100 0.000000 538.360 74.150 0.000000 542.870 74.100 0.000000 550.470 74.080 0.000000 --------------------------------------------------------------------- Name: XA1890B Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 951 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 74.320 0.000000 4.440 74.230 0.000000 8.870 74.180 0.000000 12.550 74.060 0.000000 16.630 73.880 0.000000 20.370 73.760 0.000000 28.540 73.660 0.000000 36.870 73.730 0.000000 46.630 73.690 0.000000 51.510 73.630 0.000000 61.500 73.670 0.000000 65.940 73.660 0.000000 --------------------------------------------------------------------- Name: XA1890D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 74.300 0.000000 8.000 74.100 0.000000 15.000 74.100 0.000000 18.000 73.800 0.000000 30.000 73.600 0.000000 45.000 74.100 0.000000 51.000 74.300 0.000000 --------------------------------------------------------------------- Name: XA1900B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 74.630 0.000000 9.610 74.370 0.000000 16.990 74.250 0.000000 20.710 74.220 0.000000 43.960 74.230 0.000000 57.070 74.280 0.000000 61.410 74.310 0.000000 69.990 74.450 0.000000 74.270 74.370 0.000000 78.560 74.250 0.000000 88.890 74.080 0.000000 99.480 74.020 0.000000 104.340 73.930 0.000000 120.500 73.770 0.000000 124.380 73.790 0.000000 128.250 73.870 0.000000 131.970 73.990 0.000000 135.740 74.040 0.000000 144.310 73.900 0.000000 148.650 73.860 0.000000 152.940 73.860 0.000000 180.470 73.950 0.000000 197.050 74.060 0.000000 204.120 74.090 0.000000 210.740 74.080 0.000000 218.120 73.910 0.000000 222.870 73.930 0.000000 242.400 74.130 0.000000 259.240 74.390 0.000000 262.900 74.420 0.000000 266.620 74.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 952 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 271.370 74.260 0.000000 279.020 74.140 0.000000 291.670 73.820 0.000000 296.840 73.740 0.000000 304.170 73.710 0.000000 312.180 73.820 0.000000 316.050 73.790 0.000000 319.310 73.650 0.000000 326.900 73.470 0.000000 331.600 73.480 0.000000 334.180 73.510 0.000000 336.710 73.490 0.000000 340.950 73.280 0.000000 345.180 73.130 0.000000 349.370 73.100 0.000000 357.010 72.910 0.000000 364.910 72.890 0.000000 368.790 72.950 0.000000 372.660 72.920 0.000000 380.870 72.940 0.000000 389.090 73.030 0.000000 396.630 73.180 0.000000 401.480 73.470 0.000000 406.390 73.560 0.000000 411.300 73.470 0.000000 416.150 73.520 0.000000 421.060 73.730 0.000000 425.240 73.840 0.000000 427.720 73.880 0.000000 429.990 73.900 0.000000 433.400 73.840 0.000000 437.120 73.820 0.000000 440.790 73.960 0.000000 444.510 74.230 0.000000 447.810 74.390 0.000000 452.150 74.260 0.000000 456.230 73.970 0.000000 460.310 73.860 0.000000 464.030 73.810 0.000000 471.880 73.800 0.000000 479.580 73.590 0.000000 488.100 73.550 0.000000 491.820 73.560 0.000000 499.780 73.670 0.000000 506.900 73.700 0.000000 516.510 73.660 0.000000 --------------------------------------------------------------------- Name: XA1900C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 73.660 0.000000 4.180 73.650 0.000000 8.460 73.700 0.000000 20.420 74.060 0.000000 24.040 74.140 0.000000 27.670 74.250 0.000000 31.330 74.440 0.000000 35.380 74.710 0.000000 39.430 74.850 0.000000 48.510 74.950 0.000000 57.260 74.970 0.000000 61.050 75.010 0.000000 64.190 75.000 0.000000 89.280 74.570 0.000000 99.760 74.430 0.000000 111.290 74.350 0.000000 120.210 74.330 0.000000 127.560 74.290 0.000000 135.200 74.200 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 953 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 139.840 74.090 0.000000 144.480 74.170 0.000000 153.370 74.430 0.000000 157.580 74.580 0.000000 161.040 74.650 0.000000 172.510 74.440 0.000000 176.170 74.390 0.000000 180.280 74.390 0.000000 189.400 74.320 0.000000 197.960 74.380 0.000000 205.830 74.360 0.000000 213.800 74.410 0.000000 217.360 74.350 0.000000 220.890 74.340 0.000000 225.820 74.370 0.000000 230.430 74.270 0.000000 235.000 74.440 0.000000 239.570 74.740 0.000000 247.610 74.540 0.000000 251.010 74.530 0.000000 254.660 74.670 0.000000 258.320 74.720 0.000000 266.100 74.640 0.000000 282.170 74.720 0.000000 286.770 74.660 0.000000 290.010 74.540 0.000000 294.120 74.320 0.000000 298.600 74.140 0.000000 303.110 74.040 0.000000 307.580 74.020 0.000000 318.530 74.020 0.000000 322.250 74.060 0.000000 326.660 74.190 0.000000 --------------------------------------------------------------------- Name: XA1910A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.110 0.000000 2.670 55.010 0.000000 5.450 54.980 0.000000 10.330 54.980 0.000000 20.190 54.730 0.000000 28.660 54.810 0.000000 32.140 54.980 0.000000 40.610 54.880 0.000000 44.670 55.070 0.000000 48.850 54.940 0.000000 51.520 54.610 0.000000 54.190 54.170 0.000000 57.440 53.910 0.000000 65.330 53.710 0.000000 79.140 53.450 0.000000 88.420 53.380 0.000000 92.940 53.300 0.000000 97.580 53.460 0.000000 102.110 53.470 0.000000 104.780 53.400 0.000000 107.680 53.370 0.000000 110.580 53.390 0.000000 113.950 53.500 0.000000 117.310 53.700 0.000000 121.720 54.050 0.000000 126.240 54.270 0.000000 130.770 54.220 0.000000 135.410 53.950 0.000000 139.940 53.360 0.000000 142.490 53.320 0.000000 145.040 53.010 0.000000 151.420 52.950 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 954 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 156.070 52.750 0.000000 159.080 52.780 0.000000 162.100 52.750 0.000000 168.710 52.880 0.000000 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0.000000 374.090 53.500 0.000000 382.450 53.750 0.000000 386.630 53.820 0.000000 394.980 53.830 0.000000 402.990 53.780 0.000000 410.640 53.870 0.000000 416.210 53.780 0.000000 423.870 53.720 0.000000 431.650 53.780 0.000000 438.840 53.930 0.000000 443.830 53.900 0.000000 448.820 53.810 0.000000 452.070 53.800 0.000000 456.010 53.740 0.000000 459.840 53.760 0.000000 464.830 53.870 0.000000 467.970 53.850 0.000000 477.710 53.660 0.000000 484.790 53.570 0.000000 489.200 53.530 0.000000 493.610 53.530 0.000000 498.130 53.580 0.000000 502.540 53.670 0.000000 505.560 53.770 0.000000 508.580 53.900 0.000000 523.080 54.300 0.000000 527.720 54.260 0.000000 532.250 54.040 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 955 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 538.400 53.930 0.000000 545.010 53.680 0.000000 549.650 53.720 0.000000 554.290 53.710 0.000000 558.940 53.780 0.000000 563.580 53.770 0.000000 567.060 53.800 0.000000 570.660 53.910 0.000000 574.140 54.130 0.000000 578.890 54.360 0.000000 583.650 54.440 0.000000 598.040 54.330 0.000000 619.970 54.380 0.000000 624.150 54.420 0.000000 628.440 54.520 0.000000 632.620 54.660 0.000000 635.520 54.730 0.000000 644.920 54.840 0.000000 652.460 55.010 0.000000 657.910 55.180 0.000000 668.590 55.180 0.000000 673.110 55.080 0.000000 677.060 55.030 0.000000 687.390 55.070 0.000000 692.140 54.960 0.000000 697.480 54.960 0.000000 709.080 55.090 0.000000 714.540 55.090 0.000000 716.860 55.120 0.000000 729.160 55.180 0.000000 734.030 55.270 0.000000 738.790 55.430 0.000000 743.550 55.530 0.000000 748.300 55.580 0.000000 755.610 55.740 0.000000 763.270 55.990 0.000000 775.110 56.470 0.000000 779.400 56.720 0.000000 787.520 57.100 0.000000 791.350 57.310 0.000000 795.300 57.480 0.000000 803.650 57.590 0.000000 807.710 57.730 0.000000 811.890 57.940 0.000000 816.070 58.020 0.000000 821.640 58.240 0.000000 826.280 58.380 0.000000 830.340 58.460 0.000000 834.400 58.480 0.000000 838.580 58.590 0.000000 842.750 58.820 0.000000 846.930 59.140 0.000000 851.110 59.390 0.000000 855.170 59.500 0.000000 860.970 59.540 0.000000 870.490 60.020 0.000000 873.270 60.080 0.000000 876.060 60.080 0.000000 880.230 60.120 0.000000 884.410 60.220 0.000000 892.770 60.460 0.000000 897.760 60.650 0.000000 900.890 60.720 0.000000 904.020 60.760 0.000000 909.010 60.670 0.000000 920.610 60.670 0.000000 924.670 60.810 0.000000 928.850 61.050 0.000000 933.030 61.360 0.000000 935.580 61.380 0.000000 938.250 61.360 0.000000 941.960 61.570 0.000000 945.790 61.860 0.000000 949.970 62.090 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 956 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 954.500 62.260 0.000000 958.320 62.280 0.000000 965.520 62.200 0.000000 969.810 62.210 0.000000 973.990 62.370 0.000000 985.940 62.930 0.000000 989.540 63.070 0.000000 993.950 63.120 0.000000 1010.080 62.890 0.000000 1024.000 62.830 0.000000 1043.030 62.870 0.000000 1057.190 62.960 0.000000 1065.890 63.040 0.000000 1069.950 63.000 0.000000 1078.880 62.790 0.000000 1083.870 62.830 0.000000 1088.750 62.930 0.000000 1132.030 64.120 0.000000 1135.390 64.160 0.000000 1140.380 64.130 0.000000 1150.360 63.990 0.000000 1160.340 63.910 0.000000 --------------------------------------------------------------------- Name: XA1920B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 40.550 0.000000 9.240 40.490 0.000000 14.090 40.570 0.000000 27.410 40.230 0.000000 30.280 40.310 0.000000 33.180 40.290 0.000000 37.090 40.200 0.000000 40.270 40.180 0.000000 44.350 40.220 0.000000 53.160 40.450 0.000000 60.850 40.610 0.000000 69.290 40.930 0.000000 73.400 41.000 0.000000 81.550 41.000 0.000000 90.510 41.090 0.000000 93.180 41.150 0.000000 97.880 41.350 0.000000 101.870 41.560 0.000000 105.860 41.550 0.000000 115.770 41.150 0.000000 119.300 41.180 0.000000 122.830 41.270 0.000000 129.460 41.540 0.000000 132.560 41.620 0.000000 140.540 41.560 0.000000 147.260 41.580 0.000000 149.950 41.620 0.000000 154.780 41.860 0.000000 167.260 42.250 0.000000 170.160 42.280 0.000000 174.180 42.470 0.000000 178.200 42.490 0.000000 182.220 42.440 0.000000 187.070 42.440 0.000000 191.840 42.350 0.000000 196.600 42.420 0.000000 200.710 42.620 0.000000 210.670 43.460 0.000000 213.850 43.440 0.000000 217.810 43.300 0.000000 221.490 43.220 0.000000 229.380 43.170 0.000000 233.740 43.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 957 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 237.730 43.000 0.000000 241.500 43.150 0.000000 246.230 43.200 0.000000 250.310 43.440 0.000000 254.380 43.760 0.000000 257.570 43.950 0.000000 261.330 44.240 0.000000 265.720 44.530 0.000000 269.510 44.890 0.000000 272.870 45.090 0.000000 282.310 45.440 0.000000 287.050 45.570 0.000000 --------------------------------------------------------------------- Name: XA1920C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.170 0.000000 14.420 53.810 0.000000 19.230 53.760 0.000000 33.740 53.360 0.000000 38.550 53.280 0.000000 48.160 53.000 0.000000 52.970 53.070 0.000000 57.780 52.890 0.000000 62.590 53.080 0.000000 67.390 53.050 0.000000 72.200 52.640 0.000000 77.090 52.450 0.000000 81.900 52.200 0.000000 84.770 51.960 0.000000 87.980 51.740 0.000000 91.940 51.380 0.000000 95.820 51.220 0.000000 99.700 51.010 0.000000 103.750 50.880 0.000000 111.260 50.710 0.000000 120.030 50.550 0.000000 126.950 50.260 0.000000 131.080 50.190 0.000000 137.910 50.170 0.000000 145.160 50.070 0.000000 149.890 50.080 0.000000 152.920 50.130 0.000000 156.470 50.090 0.000000 161.110 50.110 0.000000 164.900 50.230 0.000000 168.280 50.300 0.000000 175.020 50.300 0.000000 179.240 50.380 0.000000 183.460 50.460 0.000000 187.680 50.610 0.000000 191.640 50.690 0.000000 194.680 50.790 0.000000 201.510 50.760 0.000000 205.220 50.660 0.000000 209.610 50.310 0.000000 213.400 50.290 0.000000 217.110 50.150 0.000000 221.250 49.770 0.000000 225.130 49.360 0.000000 228.670 49.150 0.000000 233.560 49.300 0.000000 238.370 48.990 0.000000 243.260 48.560 0.000000 248.150 48.260 0.000000 257.350 48.090 0.000000 261.060 47.940 0.000000 264.270 47.900 0.000000 267.470 47.920 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 958 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 272.110 48.130 0.000000 275.650 48.220 0.000000 284.680 48.100 0.000000 288.980 48.120 0.000000 300.700 48.020 0.000000 308.210 48.050 0.000000 312.340 48.150 0.000000 315.720 48.170 0.000000 319.850 48.270 0.000000 323.980 48.110 0.000000 328.120 47.700 0.000000 332.000 47.780 0.000000 335.880 47.750 0.000000 339.760 47.670 0.000000 354.690 47.240 0.000000 358.740 47.110 0.000000 364.300 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597.190 42.940 0.000000 600.230 43.070 0.000000 606.890 43.220 0.000000 611.110 43.260 0.000000 619.460 43.410 0.000000 623.680 43.420 0.000000 634.140 43.350 0.000000 636.830 43.370 0.000000 639.530 43.330 0.000000 644.170 43.340 0.000000 648.640 43.310 0.000000 653.110 43.200 0.000000 657.920 43.040 0.000000 677.320 43.010 0.000000 688.460 43.070 0.000000 698.160 43.040 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 959 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 706.170 43.110 0.000000 715.030 43.030 0.000000 720.000 42.960 0.000000 729.870 42.950 0.000000 734.760 42.760 0.000000 739.740 42.490 0.000000 759.310 41.820 0.000000 763.020 41.740 0.000000 766.730 41.750 0.000000 770.530 41.720 0.000000 773.820 41.660 0.000000 779.720 41.340 0.000000 784.110 41.200 0.000000 791.530 41.410 0.000000 796.000 41.450 0.000000 799.710 41.340 0.000000 803.420 41.170 0.000000 806.630 41.120 0.000000 809.580 41.030 0.000000 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57.320 0.000000 177.150 57.200 0.000000 180.620 57.200 0.000000 184.520 57.240 0.000000 188.430 57.340 0.000000 192.330 57.500 0.000000 196.380 57.620 0.000000 200.280 57.610 0.000000 203.610 57.470 0.000000 208.090 57.230 0.000000 212.140 57.140 0.000000 216.050 57.200 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 960 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 219.950 57.350 0.000000 224.000 57.470 0.000000 227.900 57.570 0.000000 231.660 57.640 0.000000 238.030 57.550 0.000000 246.270 57.670 0.000000 253.930 57.710 0.000000 257.110 57.680 0.000000 260.300 57.610 0.000000 263.910 57.680 0.000000 267.530 57.680 0.000000 272.590 57.280 0.000000 277.500 57.620 0.000000 281.120 57.630 0.000000 284.740 57.680 0.000000 288.350 57.810 0.000000 295.440 58.330 0.000000 303.250 58.480 0.000000 307.000 58.690 0.000000 310.190 58.900 0.000000 313.370 59.060 0.000000 319.010 59.290 0.000000 322.910 59.370 0.000000 326.960 59.680 0.000000 330.870 59.750 0.000000 334.770 59.610 0.000000 339.540 59.350 0.000000 342.870 59.340 0.000000 349.660 59.600 0.000000 353.280 59.680 0.000000 360.650 59.740 0.000000 364.270 59.930 0.000000 367.890 60.040 0.000000 375.550 59.920 0.000000 379.310 59.940 0.000000 383.790 60.060 0.000000 391.310 60.410 0.000000 395.790 60.510 0.000000 403.310 60.780 0.000000 407.800 60.890 0.000000 411.560 60.920 0.000000 415.320 60.900 0.000000 419.370 60.980 0.000000 422.400 61.000 0.000000 431.510 60.950 0.000000 436.000 61.010 0.000000 445.110 61.210 0.000000 453.930 61.290 0.000000 466.070 61.510 0.000000 473.450 61.680 0.000000 487.620 61.760 0.000000 490.660 61.720 0.000000 495.580 61.760 0.000000 502.370 61.910 0.000000 506.280 61.930 0.000000 509.460 61.800 0.000000 512.640 61.620 0.000000 521.460 61.680 0.000000 525.940 61.640 0.000000 529.700 61.580 0.000000 533.460 61.360 0.000000 537.950 60.980 0.000000 541.710 61.010 0.000000 545.470 61.110 0.000000 549.950 61.190 0.000000 557.470 61.220 0.000000 561.660 61.330 0.000000 565.570 61.490 0.000000 569.760 61.750 0.000000 573.520 62.110 0.000000 577.280 62.570 0.000000 581.760 63.200 0.000000 585.520 63.580 0.000000 593.760 64.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 961 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 601.280 64.280 0.000000 609.960 64.750 0.000000 614.300 64.950 0.000000 622.540 65.020 0.000000 654.070 65.210 0.000000 665.780 65.250 0.000000 669.830 65.300 0.000000 673.730 65.370 0.000000 677.640 65.550 0.000000 681.540 65.890 0.000000 685.450 66.160 0.000000 689.350 66.210 0.000000 693.260 66.230 0.000000 705.260 66.150 0.000000 709.450 66.170 0.000000 717.120 66.220 0.000000 725.940 66.340 0.000000 741.410 66.510 0.000000 761.080 66.640 0.000000 765.270 66.700 0.000000 773.080 66.980 0.000000 776.980 67.150 0.000000 781.180 67.220 0.000000 788.700 67.090 0.000000 792.890 67.150 0.000000 796.800 67.250 0.000000 800.990 67.220 0.000000 805.180 67.310 0.000000 809.520 67.320 0.000000 812.850 67.150 0.000000 816.750 67.080 0.000000 820.660 67.100 0.000000 828.610 67.490 0.000000 832.800 67.500 0.000000 837.140 67.410 0.000000 841.190 67.380 0.000000 845.090 67.560 0.000000 848.420 67.760 0.000000 852.760 67.970 0.000000 865.050 68.270 0.000000 872.860 68.400 0.000000 885.590 68.510 0.000000 904.670 68.560 0.000000 917.110 68.640 0.000000 924.490 68.760 0.000000 928.680 68.860 0.000000 933.020 68.990 0.000000 937.070 69.170 0.000000 940.970 69.120 0.000000 944.880 69.010 0.000000 948.780 68.860 0.000000 952.110 68.920 0.000000 960.640 69.320 0.000000 968.590 69.550 0.000000 980.590 69.780 0.000000 984.500 69.750 0.000000 988.260 69.680 0.000000 996.360 69.480 0.000000 1000.410 69.330 0.000000 1004.740 69.240 0.000000 1020.070 69.040 0.000000 1023.980 69.090 0.000000 1032.360 69.420 0.000000 1044.510 69.780 0.000000 1047.980 69.920 0.000000 1060.560 70.030 0.000000 1064.470 70.010 0.000000 1068.370 70.040 0.000000 1072.280 70.010 0.000000 1075.600 70.020 0.000000 1084.130 69.930 0.000000 1088.330 69.930 0.000000 1092.230 69.900 0.000000 1096.140 69.920 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 962 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1100.040 69.880 0.000000 1104.230 69.790 0.000000 1107.990 69.810 0.000000 1111.750 69.920 0.000000 1115.950 70.100 0.000000 1123.900 70.370 0.000000 1135.900 70.600 0.000000 1143.860 70.680 0.000000 1163.670 70.660 0.000000 1176.390 70.590 0.000000 1180.300 70.510 0.000000 1187.670 70.420 0.000000 1190.860 70.410 0.000000 1193.600 70.450 0.000000 1196.350 70.430 0.000000 1203.870 70.530 0.000000 1224.550 70.670 0.000000 1244.510 70.880 0.000000 1255.780 71.120 0.000000 1263.300 71.360 0.000000 1266.050 71.430 0.000000 1268.800 71.420 0.000000 1272.560 71.470 0.000000 1276.170 71.490 0.000000 1291.790 71.340 0.000000 1307.410 71.280 0.000000 1320.140 71.340 0.000000 1324.040 71.400 0.000000 1335.750 71.490 0.000000 1341.250 71.480 0.000000 1347.610 71.510 0.000000 1351.800 71.660 0.000000 1355.710 71.900 0.000000 1360.050 72.010 0.000000 1371.180 71.940 0.000000 1407.770 71.800 0.000000 1412.540 71.710 0.000000 1422.080 71.600 0.000000 1427.000 71.510 0.000000 1431.770 71.670 0.000000 1436.550 71.700 0.000000 1446.090 71.700 0.000000 --------------------------------------------------------------------- Name: XA1940B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.780 0.000000 4.500 54.270 0.000000 7.700 54.010 0.000000 15.500 52.230 0.000000 19.100 50.850 0.000000 22.700 49.010 0.000000 25.600 44.780 0.000000 28.000 47.120 0.000000 31.400 49.800 0.000000 43.900 50.340 0.000000 46.700 51.350 0.000000 49.500 51.930 0.000000 53.700 50.170 0.000000 57.800 45.250 0.000000 62.000 43.010 0.000000 66.100 43.220 0.000000 70.000 44.590 0.000000 74.200 44.620 0.000000 78.400 39.090 0.000000 82.200 32.640 0.000000 85.900 29.870 0.000000 99.300 29.680 0.000000 106.800 29.300 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 963 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 114.700 29.430 0.000000 126.700 29.060 0.000000 130.600 29.160 0.000000 147.400 30.470 0.000000 159.000 29.350 0.000000 179.500 28.480 0.000000 188.100 28.280 0.000000 219.300 28.260 0.000000 237.600 30.380 0.000000 242.500 30.570 0.000000 266.100 30.090 0.000000 296.500 30.020 0.000000 310.300 29.420 0.000000 312.900 29.550 0.000000 319.300 28.060 0.000000 323.000 27.460 0.000000 326.700 27.190 0.000000 359.400 26.870 0.000000 383.300 27.200 0.000000 386.900 27.500 0.000000 391.900 28.440 0.000000 396.900 30.320 0.000000 401.900 33.680 0.000000 404.500 35.000 0.000000 407.100 35.150 0.000000 410.500 31.550 0.000000 413.000 31.110 0.000000 418.100 36.550 0.000000 420.400 37.400 0.000000 426.200 34.940 0.000000 430.400 35.690 0.000000 434.500 34.890 0.000000 438.700 33.020 0.000000 442.000 33.220 0.000000 446.000 31.440 0.000000 450.000 32.010 0.000000 454.200 30.710 0.000000 458.600 29.940 0.000000 462.500 31.360 0.000000 466.400 31.090 0.000000 470.300 32.590 0.000000 474.100 31.740 0.000000 478.100 32.750 0.000000 481.900 32.230 0.000000 485.900 33.320 0.000000 489.800 32.640 0.000000 493.600 33.150 0.000000 497.600 32.450 0.000000 501.500 33.440 0.000000 505.400 33.110 0.000000 509.300 34.710 0.000000 513.300 33.880 0.000000 520.700 37.060 0.000000 525.700 38.760 0.000000 529.400 39.280 0.000000 533.200 39.040 0.000000 536.500 39.530 0.000000 544.400 39.420 0.000000 548.600 38.390 0.000000 557.000 31.770 0.000000 560.800 29.790 0.000000 572.700 29.650 0.000000 597.900 31.170 0.000000 606.300 31.240 0.000000 633.700 32.300 0.000000 646.800 32.190 0.000000 655.100 32.790 0.000000 688.300 33.560 0.000000 704.100 34.090 0.000000 740.500 35.880 0.000000 745.200 37.610 0.000000 754.800 44.250 0.000000 757.300 45.300 0.000000 761.800 47.890 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 964 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 769.600 49.920 0.000000 773.500 50.250 0.000000 777.400 50.080 0.000000 781.200 50.440 0.000000 785.100 50.310 0.000000 789.100 50.530 0.000000 792.900 50.290 0.000000 808.600 50.910 0.000000 816.400 50.860 0.000000 820.300 50.350 0.000000 828.700 48.680 0.000000 836.100 45.280 0.000000 840.500 41.830 0.000000 844.900 39.730 0.000000 849.300 39.430 0.000000 861.700 39.680 0.000000 869.000 39.490 0.000000 883.000 39.570 0.000000 891.300 39.300 0.000000 895.600 39.460 0.000000 906.700 40.440 0.000000 920.600 40.200 0.000000 --------------------------------------------------------------------- Name: XA1940C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 41.370 0.000000 4.210 40.950 0.000000 11.540 39.820 0.000000 16.200 39.060 0.000000 20.820 38.610 0.000000 24.080 38.640 0.000000 27.940 38.480 0.000000 31.800 38.600 0.000000 35.670 38.300 0.000000 39.530 37.900 0.000000 43.990 37.660 0.000000 51.670 37.710 0.000000 54.930 37.810 0.000000 59.550 37.810 0.000000 64.210 37.710 0.000000 75.200 37.180 0.000000 83.830 36.880 0.000000 87.990 36.610 0.000000 92.150 36.420 0.000000 95.410 36.380 0.000000 103.140 36.220 0.000000 107.000 35.950 0.000000 110.810 35.970 0.000000 115.330 35.890 0.000000 118.790 35.850 0.000000 122.900 35.700 0.000000 127.070 35.600 0.000000 131.180 35.540 0.000000 135.300 35.340 0.000000 140.860 35.290 0.000000 148.290 35.040 0.000000 152.000 34.870 0.000000 156.870 34.820 0.000000 164.240 34.860 0.000000 166.900 34.830 0.000000 177.030 34.580 0.000000 181.450 34.520 0.000000 187.920 34.530 0.000000 190.930 34.480 0.000000 198.250 34.280 0.000000 202.470 34.190 0.000000 210.990 34.130 0.000000 223.130 33.930 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 965 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 235.570 33.980 0.000000 238.840 34.050 0.000000 243.200 34.210 0.000000 247.410 34.710 0.000000 251.580 34.840 0.000000 260.010 34.340 0.000000 264.220 34.430 0.000000 267.380 34.450 0.000000 270.540 34.330 0.000000 274.300 33.810 0.000000 278.060 33.570 0.000000 281.580 33.540 0.000000 285.790 33.440 0.000000 290.000 33.400 0.000000 294.020 33.280 0.000000 297.330 33.230 0.000000 301.540 33.230 0.000000 305.760 33.260 0.000000 310.120 33.170 0.000000 313.880 33.020 0.000000 317.590 32.910 0.000000 320.100 32.960 0.000000 322.610 32.870 0.000000 326.820 32.560 0.000000 330.990 32.590 0.000000 335.200 32.520 0.000000 339.370 32.180 0.000000 342.780 32.040 0.000000 346.190 31.960 0.000000 350.750 31.940 0.000000 359.930 31.790 0.000000 363.140 31.830 0.000000 370.920 31.960 0.000000 378.850 32.000 0.000000 386.370 32.290 0.000000 390.530 32.210 0.000000 394.700 32.240 0.000000 399.710 31.970 0.000000 404.680 31.810 0.000000 409.700 32.330 0.000000 414.660 32.330 0.000000 419.680 32.440 0.000000 422.490 32.320 0.000000 425.300 32.230 0.000000 432.720 31.680 0.000000 435.380 31.630 0.000000 438.040 31.460 0.000000 445.010 31.150 0.000000 449.330 30.880 0.000000 453.640 30.680 0.000000 466.480 30.270 0.000000 470.200 30.290 0.000000 481.780 30.550 0.000000 485.700 30.610 0.000000 493.420 30.670 0.000000 501.650 30.680 0.000000 --------------------------------------------------------------------- Name: XA1950B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 37.900 0.000000 3.170 37.870 0.000000 6.340 38.030 0.000000 10.320 37.960 0.000000 13.400 37.820 0.000000 16.470 37.730 0.000000 24.620 37.560 0.000000 28.330 37.450 0.000000 32.040 37.280 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 966 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 36.110 36.880 0.000000 40.820 36.500 0.000000 45.530 36.630 0.000000 50.230 37.240 0.000000 53.760 37.230 0.000000 57.650 37.070 0.000000 61.640 36.800 0.000000 65.980 36.270 0.000000 70.420 35.920 0.000000 75.480 35.820 0.000000 79.920 36.010 0.000000 87.790 35.940 0.000000 91.680 36.080 0.000000 95.670 36.350 0.000000 100.460 36.800 0.000000 106.980 36.240 0.000000 110.150 35.810 0.000000 113.320 35.260 0.000000 115.760 35.190 0.000000 122.460 35.430 0.000000 130.870 35.320 0.000000 134.220 35.370 0.000000 138.660 35.330 0.000000 142.550 35.360 0.000000 146.440 35.440 0.000000 149.700 35.520 0.000000 158.210 35.920 0.000000 162.280 36.080 0.000000 164.720 36.220 0.000000 171.600 35.920 0.000000 175.130 36.010 0.000000 179.660 35.870 0.000000 184.270 35.480 0.000000 188.800 35.180 0.000000 193.420 35.070 0.000000 197.940 35.120 0.000000 202.560 35.280 0.000000 207.080 35.550 0.000000 211.250 35.600 0.000000 215.410 35.400 0.000000 218.400 35.320 0.000000 221.470 35.420 0.000000 224.820 35.470 0.000000 228.530 35.370 0.000000 232.150 35.300 0.000000 238.850 35.220 0.000000 246.630 35.170 0.000000 250.620 35.170 0.000000 254.600 35.200 0.000000 263.920 35.360 0.000000 273.420 35.450 0.000000 277.410 35.310 0.000000 281.390 35.120 0.000000 284.380 35.120 0.000000 291.710 35.020 0.000000 300.850 35.120 0.000000 305.740 34.990 0.000000 310.620 34.990 0.000000 315.420 34.850 0.000000 320.310 34.660 0.000000 324.740 34.690 0.000000 329.180 35.120 0.000000 333.340 35.040 0.000000 337.410 35.120 0.000000 342.030 35.290 0.000000 346.560 35.240 0.000000 351.170 35.140 0.000000 355.700 34.990 0.000000 362.850 35.030 0.000000 366.830 34.920 0.000000 374.700 34.790 0.000000 378.590 34.970 0.000000 383.570 35.410 0.000000 386.740 35.310 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 967 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 389.910 35.090 0.000000 394.070 34.850 0.000000 398.870 34.940 0.000000 403.580 34.840 0.000000 413.170 34.910 0.000000 417.970 34.900 0.000000 422.760 34.920 0.000000 427.290 35.010 0.000000 430.000 35.040 0.000000 434.530 35.230 0.000000 438.510 35.280 0.000000 442.040 35.140 0.000000 446.290 35.180 0.000000 450.460 35.300 0.000000 454.800 35.350 0.000000 458.790 35.330 0.000000 462.770 35.420 0.000000 471.640 35.670 0.000000 480.510 35.950 0.000000 484.400 35.940 0.000000 492.090 35.840 0.000000 495.980 35.870 0.000000 504.580 35.820 0.000000 514.180 36.270 0.000000 518.970 36.400 0.000000 523.770 36.450 0.000000 528.570 36.710 0.000000 533.360 37.150 0.000000 538.160 37.340 0.000000 542.870 37.300 0.000000 547.660 37.200 0.000000 552.460 37.050 0.000000 557.260 37.070 0.000000 562.050 37.250 0.000000 571.650 37.300 0.000000 580.520 37.410 0.000000 584.950 37.330 0.000000 589.390 37.490 0.000000 593.820 38.010 0.000000 596.540 38.430 0.000000 602.870 38.480 0.000000 610.110 39.000 0.000000 613.640 39.280 0.000000 616.900 39.480 0.000000 626.220 39.900 0.000000 630.570 40.140 0.000000 634.010 40.280 0.000000 637.900 40.520 0.000000 642.610 40.750 0.000000 647.130 40.650 0.000000 651.660 40.650 0.000000 660.620 40.720 0.000000 665.140 40.730 0.000000 669.670 40.700 0.000000 680.260 40.720 0.000000 693.380 40.590 0.000000 697.550 40.740 0.000000 701.710 40.770 0.000000 705.960 40.730 0.000000 709.580 40.750 0.000000 721.800 40.690 0.000000 726.330 40.620 0.000000 730.310 40.650 0.000000 734.380 40.740 0.000000 738.450 40.760 0.000000 740.990 40.720 0.000000 753.750 40.840 0.000000 763.890 40.830 0.000000 770.490 40.780 0.000000 773.570 40.590 0.000000 776.650 40.260 0.000000 779.820 40.170 0.000000 792.580 39.910 0.000000 799.370 39.900 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 968 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 802.720 39.870 0.000000 806.880 39.920 0.000000 811.040 40.000 0.000000 815.210 39.940 0.000000 819.280 39.810 0.000000 823.980 39.820 0.000000 826.700 39.860 0.000000 834.120 40.150 0.000000 839.010 40.090 0.000000 843.810 39.950 0.000000 848.690 39.940 0.000000 855.570 39.870 0.000000 860.100 39.880 0.000000 869.060 40.010 0.000000 877.200 40.010 0.000000 881.370 39.960 0.000000 888.880 40.040 0.000000 892.950 40.060 0.000000 897.480 40.150 0.000000 905.080 40.260 0.000000 --------------------------------------------------------------------- Name: XA1960B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 37.900 0.000000 4.750 37.870 0.000000 9.650 37.720 0.000000 19.150 37.590 0.000000 28.800 37.330 0.000000 33.690 36.860 0.000000 37.330 36.670 0.000000 41.100 36.400 0.000000 44.880 36.080 0.000000 48.650 35.840 0.000000 52.850 35.650 0.000000 57.180 35.580 0.000000 61.230 35.720 0.000000 65.430 35.590 0.000000 69.620 35.290 0.000000 73.820 35.140 0.000000 77.870 35.440 0.000000 82.060 35.470 0.000000 84.860 35.550 0.000000 91.430 35.670 0.000000 95.210 35.830 0.000000 99.260 35.930 0.000000 103.170 36.050 0.000000 107.090 35.900 0.000000 111.280 35.830 0.000000 115.060 35.800 0.000000 123.310 35.860 0.000000 131.830 35.790 0.000000 135.190 35.670 0.000000 139.660 35.670 0.000000 142.880 35.540 0.000000 150.850 35.760 0.000000 158.540 36.160 0.000000 163.150 36.130 0.000000 166.370 36.190 0.000000 170.980 36.160 0.000000 174.890 36.210 0.000000 178.810 36.220 0.000000 186.640 36.380 0.000000 190.550 36.560 0.000000 198.380 36.810 0.000000 202.290 36.830 0.000000 210.120 37.330 0.000000 214.040 37.620 0.000000 217.950 37.850 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 969 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 221.870 38.180 0.000000 225.780 38.530 0.000000 229.700 38.650 0.000000 233.610 38.670 0.000000 237.670 38.600 0.000000 241.580 38.950 0.000000 245.490 39.170 0.000000 249.410 39.550 0.000000 253.320 39.740 0.000000 257.240 39.980 0.000000 265.070 40.270 0.000000 269.540 40.390 0.000000 272.760 40.410 0.000000 280.580 40.340 0.000000 288.270 40.490 0.000000 292.890 40.500 0.000000 319.730 40.520 0.000000 336.230 40.560 0.000000 347.970 40.540 0.000000 368.100 40.340 0.000000 383.760 40.240 0.000000 387.810 40.160 0.000000 391.730 40.050 0.000000 395.640 39.990 0.000000 399.560 40.040 0.000000 403.610 40.140 0.000000 407.390 40.470 0.000000 411.160 40.980 0.000000 416.050 41.460 0.000000 419.270 41.640 0.000000 423.180 41.670 0.000000 431.010 41.860 0.000000 435.630 42.130 0.000000 443.460 42.450 0.000000 447.370 42.460 0.000000 455.200 42.570 0.000000 463.030 42.710 0.000000 474.770 42.980 0.000000 482.600 43.090 0.000000 486.510 43.070 0.000000 490.430 43.100 0.000000 494.340 43.040 0.000000 498.260 43.080 0.000000 502.310 43.050 0.000000 506.230 43.080 0.000000 510.140 43.050 0.000000 514.060 43.150 0.000000 517.970 43.160 0.000000 521.880 43.090 0.000000 541.040 42.970 0.000000 544.810 42.980 0.000000 549.570 43.040 0.000000 553.900 42.990 0.000000 558.370 42.840 0.000000 562.850 42.780 0.000000 567.320 43.040 0.000000 574.590 43.220 0.000000 577.530 43.230 0.000000 581.300 43.190 0.000000 589.550 43.010 0.000000 593.320 42.970 0.000000 597.100 42.970 0.000000 601.150 43.050 0.000000 605.070 43.260 0.000000 608.840 43.400 0.000000 613.460 43.240 0.000000 617.930 42.990 0.000000 622.540 42.810 0.000000 627.020 42.680 0.000000 631.630 42.620 0.000000 639.880 42.740 0.000000 643.790 42.930 0.000000 647.710 43.030 0.000000 659.450 42.960 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 970 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 662.810 42.990 0.000000 666.860 43.100 0.000000 671.050 43.330 0.000000 675.110 43.760 0.000000 679.160 44.400 0.000000 682.100 44.600 0.000000 685.030 44.970 0.000000 689.230 45.090 0.000000 693.420 45.030 0.000000 701.950 45.010 0.000000 713.550 45.080 0.000000 733.550 45.130 0.000000 777.030 45.430 0.000000 801.210 45.550 0.000000 808.900 45.550 0.000000 812.810 45.520 0.000000 816.870 45.550 0.000000 821.060 45.500 0.000000 825.400 45.490 0.000000 829.450 45.650 0.000000 836.720 45.820 0.000000 845.250 45.900 0.000000 853.220 46.090 0.000000 857.130 46.150 0.000000 861.330 46.180 0.000000 873.070 46.160 0.000000 876.980 46.060 0.000000 880.340 46.020 0.000000 888.730 46.080 0.000000 892.920 46.060 0.000000 896.280 46.010 0.000000 900.470 46.080 0.000000 904.670 46.260 0.000000 908.860 46.600 0.000000 912.770 46.890 0.000000 921.160 47.620 0.000000 928.850 48.190 0.000000 932.770 48.440 0.000000 944.650 49.090 0.000000 953.180 49.420 0.000000 961.150 49.910 0.000000 964.500 50.050 0.000000 968.690 50.320 0.000000 973.030 50.510 0.000000 977.080 50.540 0.000000 981.000 50.620 0.000000 984.910 50.650 0.000000 988.830 50.720 0.000000 992.180 50.740 0.000000 996.380 50.850 0.000000 1004.760 51.140 0.000000 1008.820 51.240 0.000000 1012.870 51.390 0.000000 1017.210 51.460 0.000000 1021.400 51.470 0.000000 1028.670 51.550 0.000000 1032.720 51.690 0.000000 1040.270 51.780 0.000000 1092.840 51.650 0.000000 1104.720 51.710 0.000000 1112.830 51.800 0.000000 1116.190 51.780 0.000000 1128.630 51.870 0.000000 1133.100 51.840 0.000000 1137.580 51.760 0.000000 1142.050 51.760 0.000000 1146.520 51.820 0.000000 1150.440 51.810 0.000000 1154.350 51.710 0.000000 1162.460 51.650 0.000000 1166.660 51.530 0.000000 1170.850 51.460 0.000000 1175.040 51.660 0.000000 1179.240 52.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 971 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1187.350 52.740 0.000000 1191.400 53.090 0.000000 1196.150 53.010 0.000000 1199.930 53.120 0.000000 1203.700 53.160 0.000000 1207.340 53.280 0.000000 1212.230 53.690 0.000000 1216.010 53.930 0.000000 1219.780 54.100 0.000000 1223.980 54.220 0.000000 1227.890 54.390 0.000000 1232.080 54.610 0.000000 1236.280 54.860 0.000000 1243.970 55.200 0.000000 1247.880 55.280 0.000000 1251.940 55.330 0.000000 1256.130 55.510 0.000000 1260.460 55.770 0.000000 1264.520 55.940 0.000000 1268.430 56.020 0.000000 1276.260 56.060 0.000000 1280.180 56.200 0.000000 1284.090 56.270 0.000000 1291.640 56.470 0.000000 1295.970 56.540 0.000000 1304.220 56.870 0.000000 1308.000 56.970 0.000000 1312.050 57.160 0.000000 1315.970 57.200 0.000000 1319.320 57.340 0.000000 1323.520 57.630 0.000000 1327.850 58.000 0.000000 1331.900 58.160 0.000000 1335.960 58.250 0.000000 1344.350 58.260 0.000000 1348.540 58.290 0.000000 1351.900 58.440 0.000000 1355.810 58.530 0.000000 1359.720 58.680 0.000000 1363.640 58.800 0.000000 1367.550 58.960 0.000000 1371.470 59.070 0.000000 1375.380 59.140 0.000000 1383.630 59.220 0.000000 1388.380 59.380 0.000000 1393.280 59.610 0.000000 1398.030 59.770 0.000000 --------------------------------------------------------------------- Name: XA1980B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 41.450 0.000000 3.200 41.450 0.000000 6.400 41.310 0.000000 10.450 41.200 0.000000 13.440 41.160 0.000000 16.210 41.010 0.000000 20.690 41.040 0.000000 24.310 41.110 0.000000 33.700 41.040 0.000000 37.750 40.950 0.000000 42.020 40.960 0.000000 50.330 41.040 0.000000 53.530 41.000 0.000000 59.720 40.990 0.000000 62.490 41.020 0.000000 66.540 40.950 0.000000 74.860 41.010 0.000000 78.910 40.990 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 972 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 86.800 40.840 0.000000 91.490 40.820 0.000000 96.190 40.920 0.000000 100.450 41.210 0.000000 107.920 41.330 0.000000 111.330 41.220 0.000000 115.600 41.020 0.000000 119.650 40.910 0.000000 123.700 40.870 0.000000 127.960 40.930 0.000000 132.660 41.070 0.000000 135.860 40.960 0.000000 139.270 40.940 0.000000 141.830 41.080 0.000000 147.590 40.930 0.000000 151.850 41.090 0.000000 156.120 41.230 0.000000 160.170 41.220 0.000000 167.850 40.870 0.000000 171.260 40.760 0.000000 175.530 40.790 0.000000 183.840 41.030 0.000000 187.470 41.060 0.000000 191.520 41.010 0.000000 195.570 41.050 0.000000 203.890 41.250 0.000000 208.160 41.250 0.000000 212.210 41.360 0.000000 216.470 41.260 0.000000 220.530 41.090 0.000000 225.430 40.800 0.000000 230.120 40.400 0.000000 235.030 40.290 0.000000 244.630 40.260 0.000000 257.420 40.130 0.000000 261.480 40.060 0.000000 264.030 40.050 0.000000 268.940 39.960 0.000000 274.480 39.910 0.000000 281.950 39.740 0.000000 286.430 39.660 0.000000 293.890 39.580 0.000000 298.800 39.470 0.000000 301.570 39.520 0.000000 308.610 39.540 0.000000 314.370 39.630 0.000000 318.420 39.540 0.000000 322.690 39.720 0.000000 326.950 39.780 0.000000 331.430 39.690 0.000000 336.330 39.720 0.000000 341.030 39.850 0.000000 345.930 40.080 0.000000 349.340 40.500 0.000000 352.760 40.700 0.000000 356.170 40.740 0.000000 360.010 40.880 0.000000 362.570 41.000 0.000000 367.470 41.060 0.000000 376.430 41.000 0.000000 380.480 41.070 0.000000 396.050 41.920 0.000000 399.460 41.860 0.000000 402.880 41.730 0.000000 406.080 41.790 0.000000 409.060 41.790 0.000000 412.260 41.680 0.000000 415.670 41.670 0.000000 420.150 41.770 0.000000 423.140 41.720 0.000000 426.340 41.500 0.000000 428.470 41.430 0.000000 432.310 41.420 0.000000 435.930 41.440 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 973 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 445.740 41.580 0.000000 455.770 41.610 0.000000 462.380 41.500 0.000000 468.140 41.340 0.000000 472.830 40.920 0.000000 477.520 40.220 0.000000 482.210 40.190 0.000000 486.910 40.350 0.000000 491.600 40.810 0.000000 496.290 41.200 0.000000 500.980 41.640 0.000000 505.680 41.980 0.000000 512.500 42.230 0.000000 515.910 42.310 0.000000 520.600 42.380 0.000000 524.870 42.340 0.000000 531.270 42.480 0.000000 549.610 42.530 0.000000 567.100 42.660 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44.870 0.000000 840.300 45.010 0.000000 845.420 45.090 0.000000 850.330 45.230 0.000000 855.230 45.320 0.000000 866.960 45.650 0.000000 870.800 45.830 0.000000 873.360 46.010 0.000000 880.830 46.310 0.000000 885.730 46.440 0.000000 890.640 46.260 0.000000 893.840 46.360 0.000000 896.820 46.380 0.000000 905.350 46.520 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 974 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 918.150 46.930 0.000000 921.990 47.080 0.000000 925.400 47.170 0.000000 929.670 47.110 0.000000 933.930 47.080 0.000000 938.200 47.210 0.000000 942.040 47.380 0.000000 945.870 47.450 0.000000 954.620 47.310 0.000000 959.310 47.550 0.000000 964.220 47.640 0.000000 969.120 47.390 0.000000 974.030 47.310 0.000000 978.930 47.260 0.000000 984.050 47.060 0.000000 993.860 47.120 0.000000 1003.460 47.120 0.000000 1017.960 46.960 0.000000 1022.650 47.180 0.000000 1027.350 47.220 0.000000 1031.820 47.310 0.000000 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0.000000 1824.680 41.380 0.000000 1829.470 41.800 0.000000 1836.840 42.110 0.000000 1841.070 42.390 0.000000 --------------------------------------------------------------------- Name: XA2020B Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 981 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.400 0.000000 4.690 53.070 0.000000 9.380 52.100 0.000000 14.060 51.390 0.000000 18.750 51.060 0.000000 23.440 50.790 0.000000 28.120 50.620 0.000000 32.810 50.270 0.000000 37.500 49.990 0.000000 42.190 49.550 0.000000 46.880 49.470 0.000000 51.560 49.450 0.000000 56.250 49.520 0.000000 60.940 49.450 0.000000 70.310 49.780 0.000000 75.000 49.760 0.000000 --------------------------------------------------------------------- Name: XA2020C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 49.760 0.000000 4.990 49.660 0.000000 19.990 49.640 0.000000 34.990 49.470 0.000000 40.010 49.470 0.000000 45.000 49.500 0.000000 55.010 49.510 0.000000 64.990 49.640 0.000000 79.990 49.690 0.000000 100.010 49.950 0.000000 109.990 50.010 0.000000 130.010 50.330 0.000000 135.000 50.370 0.000000 139.990 50.450 0.000000 145.010 50.590 0.000000 150.000 50.680 0.000000 160.010 50.800 0.000000 169.990 50.850 0.000000 175.010 50.940 0.000000 199.990 51.300 0.000000 205.010 51.400 0.000000 220.010 51.800 0.000000 225.000 51.990 0.000000 229.990 52.110 0.000000 235.010 52.200 0.000000 240.000 52.380 0.000000 --------------------------------------------------------------------- Name: XA2030B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.470 0.000000 4.540 53.410 0.000000 17.620 52.960 0.000000 25.210 52.850 0.000000 29.290 52.680 0.000000 33.360 52.560 0.000000 37.020 52.490 0.000000 41.340 52.310 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 982 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 45.660 52.170 0.000000 61.100 51.940 0.000000 65.710 51.630 0.000000 70.330 51.520 0.000000 74.940 51.490 0.000000 79.560 51.600 0.000000 84.170 51.810 0.000000 88.790 51.990 0.000000 93.400 52.110 0.000000 102.630 52.230 0.000000 105.850 52.340 0.000000 109.060 52.390 0.000000 110.810 52.380 0.000000 --------------------------------------------------------------------- Name: XA2040C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.240 0.000000 4.700 59.070 0.000000 9.450 58.810 0.000000 14.150 58.460 0.000000 18.900 58.350 0.000000 23.600 58.370 0.000000 28.350 58.480 0.000000 33.050 58.720 0.000000 37.800 59.090 0.000000 42.500 59.100 0.000000 47.410 58.950 0.000000 51.110 58.860 0.000000 63.290 58.650 0.000000 75.350 58.550 0.000000 79.410 58.560 0.000000 83.510 58.650 0.000000 87.580 58.870 0.000000 94.290 59.390 0.000000 96.940 59.460 0.000000 99.960 59.410 0.000000 102.980 59.260 0.000000 108.000 59.060 0.000000 122.960 59.220 0.000000 127.990 59.240 0.000000 135.220 59.470 0.000000 139.770 59.200 0.000000 144.350 59.000 0.000000 148.810 58.660 0.000000 153.320 58.510 0.000000 156.770 58.550 0.000000 159.590 58.660 0.000000 162.360 58.730 0.000000 167.270 58.780 0.000000 177.000 59.310 0.000000 183.310 59.100 0.000000 189.340 58.940 0.000000 193.240 58.800 0.000000 197.390 58.700 0.000000 201.530 58.680 0.000000 209.370 58.560 0.000000 213.150 58.430 0.000000 217.530 58.350 0.000000 226.010 58.290 0.000000 241.050 58.250 0.000000 252.710 58.100 0.000000 266.990 58.020 0.000000 271.770 58.090 0.000000 276.520 58.130 0.000000 281.300 58.030 0.000000 286.050 58.040 0.000000 290.830 58.120 0.000000 295.580 58.110 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 983 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 300.360 58.040 0.000000 317.050 57.940 0.000000 319.420 57.900 0.000000 324.690 57.920 0.000000 327.660 57.830 0.000000 332.650 57.830 0.000000 349.860 57.650 0.000000 360.880 57.660 0.000000 367.630 57.720 0.000000 377.480 57.570 0.000000 389.710 57.580 0.000000 393.850 57.550 0.000000 402.090 57.570 0.000000 --------------------------------------------------------------------- Name: XA2080B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.300 0.000000 11.680 68.190 0.000000 16.250 68.170 0.000000 30.470 68.180 0.000000 42.050 68.090 0.000000 48.860 68.070 0.000000 55.090 68.000 0.000000 73.290 67.970 0.000000 76.310 67.900 0.000000 82.830 67.970 0.000000 88.960 67.980 0.000000 102.300 68.090 0.000000 114.850 68.040 0.000000 135.590 68.130 0.000000 151.450 68.230 0.000000 169.560 68.200 0.000000 199.050 68.420 0.000000 203.910 68.400 0.000000 206.150 68.410 0.000000 209.950 68.540 0.000000 212.480 68.590 0.000000 215.010 68.400 0.000000 217.540 68.300 0.000000 221.430 68.180 0.000000 228.730 68.030 0.000000 241.490 67.820 0.000000 245.180 67.780 0.000000 253.360 67.780 0.000000 257.160 67.790 0.000000 261.340 67.840 0.000000 269.130 68.210 0.000000 278.380 68.130 0.000000 292.100 68.130 0.000000 307.960 68.230 0.000000 331.520 68.430 0.000000 343.010 68.480 0.000000 346.800 68.480 0.000000 351.180 68.430 0.000000 354.980 68.420 0.000000 397.510 68.520 0.000000 439.950 68.530 0.000000 469.440 68.600 0.000000 493.190 68.710 0.000000 513.140 68.860 0.000000 517.040 68.920 0.000000 520.830 69.050 0.000000 525.020 68.660 0.000000 529.200 68.130 0.000000 533.390 67.670 0.000000 537.580 67.330 0.000000 541.760 67.060 0.000000 545.170 66.880 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 984 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 548.570 66.800 0.000000 551.790 66.830 0.000000 561.910 66.830 0.000000 570.280 66.700 0.000000 585.070 66.560 0.000000 594.910 66.540 0.000000 599.870 66.630 0.000000 604.740 66.610 0.000000 608.140 66.510 0.000000 610.770 66.500 0.000000 614.180 66.580 0.000000 618.360 66.780 0.000000 622.550 66.820 0.000000 626.830 66.920 0.000000 633.940 66.950 0.000000 642.310 66.950 0.000000 647.270 66.990 0.000000 652.140 66.970 0.000000 657.100 67.060 0.000000 664.210 67.080 0.000000 671.600 67.000 0.000000 675.110 67.040 0.000000 686.500 67.090 0.000000 690.390 67.100 0.000000 697.300 67.060 0.000000 703.140 67.100 0.000000 705.960 67.060 0.000000 710.440 66.940 0.000000 728.350 66.690 0.000000 732.730 66.580 0.000000 746.550 66.760 0.000000 751.320 66.950 0.000000 762.610 67.150 0.000000 776.240 67.330 0.000000 779.260 67.470 0.000000 782.370 67.550 0.000000 806.800 67.540 0.000000 829.870 67.570 0.000000 841.650 67.640 0.000000 849.140 67.750 0.000000 861.210 67.820 0.000000 884.860 67.770 0.000000 888.660 67.800 0.000000 892.460 67.870 0.000000 896.930 67.990 0.000000 901.510 68.080 0.000000 909.000 67.980 0.000000 918.050 67.920 0.000000 941.120 67.880 0.000000 973.340 67.860 0.000000 --------------------------------------------------------------------- Name: XA2120C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.790 0.000000 9.140 68.810 0.000000 17.560 68.720 0.000000 26.610 68.490 0.000000 31.140 68.320 0.000000 35.670 68.210 0.000000 40.190 68.740 0.000000 44.950 68.890 0.000000 49.710 68.880 0.000000 54.570 68.920 0.000000 59.440 69.200 0.000000 64.310 69.540 0.000000 --------------------------------------------------------------------- Name: XA2130C Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 985 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.220 0.000000 4.990 70.230 0.000000 9.960 70.320 0.000000 14.950 70.370 0.000000 19.920 70.300 0.000000 24.910 70.250 0.000000 29.870 70.300 0.000000 34.870 70.220 0.000000 39.830 70.170 0.000000 44.820 70.180 0.000000 48.940 70.250 0.000000 53.090 70.230 0.000000 57.200 70.200 0.000000 61.350 70.190 0.000000 65.370 70.180 0.000000 69.390 70.240 0.000000 73.410 70.230 0.000000 77.990 70.240 0.000000 82.570 70.280 0.000000 87.150 70.360 0.000000 91.730 70.380 0.000000 96.310 70.470 0.000000 100.890 70.620 0.000000 104.910 70.620 0.000000 108.930 70.610 0.000000 112.950 70.620 0.000000 116.760 70.660 0.000000 120.560 70.620 0.000000 124.370 70.610 0.000000 128.170 70.700 0.000000 133.140 70.920 0.000000 138.100 71.480 0.000000 143.070 72.530 0.000000 148.040 73.960 0.000000 153.000 75.030 0.000000 157.970 76.130 0.000000 162.940 76.920 0.000000 167.900 77.230 0.000000 172.870 77.050 0.000000 177.840 77.220 0.000000 182.810 77.810 0.000000 187.310 77.750 0.000000 191.820 78.010 0.000000 196.320 78.080 0.000000 200.830 78.160 0.000000 205.360 77.460 0.000000 210.040 77.050 0.000000 214.740 76.790 0.000000 219.410 76.480 0.000000 223.990 76.540 0.000000 228.570 76.570 0.000000 233.130 76.650 0.000000 237.710 76.750 0.000000 242.290 76.760 0.000000 --------------------------------------------------------------------- Name: XA2140C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.320 0.000000 3.840 69.320 0.000000 7.680 69.270 0.000000 15.340 69.240 0.000000 19.470 69.300 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 986 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.640 69.410 0.000000 27.780 69.560 0.000000 32.770 69.620 0.000000 37.770 69.760 0.000000 41.990 69.810 0.000000 50.420 69.750 0.000000 54.580 69.760 0.000000 67.380 69.680 0.000000 75.920 69.670 0.000000 80.170 69.710 0.000000 87.410 69.720 0.000000 96.040 69.640 0.000000 110.080 69.590 0.000000 116.460 69.630 0.000000 127.550 69.550 0.000000 134.550 69.560 0.000000 152.190 69.490 0.000000 160.670 69.490 0.000000 163.300 69.480 0.000000 165.930 69.410 0.000000 173.850 69.410 0.000000 178.380 69.370 0.000000 182.900 69.380 0.000000 187.450 69.350 0.000000 191.970 69.390 0.000000 196.490 69.360 0.000000 201.040 69.370 0.000000 205.560 69.410 0.000000 210.290 69.400 0.000000 215.050 69.350 0.000000 222.200 69.560 0.000000 225.780 69.410 0.000000 231.980 69.390 0.000000 243.920 69.290 0.000000 253.880 69.230 0.000000 258.850 69.260 0.000000 263.810 69.210 0.000000 281.600 69.130 0.000000 286.390 69.090 0.000000 288.900 69.100 0.000000 291.380 69.150 0.000000 295.520 69.140 0.000000 --------------------------------------------------------------------- Name: XA2170B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.300 0.000000 12.070 71.220 0.000000 19.900 71.210 0.000000 23.920 71.230 0.000000 40.550 71.250 0.000000 44.560 71.280 0.000000 48.930 71.370 0.000000 52.990 71.360 0.000000 60.990 71.210 0.000000 68.850 70.980 0.000000 76.220 70.640 0.000000 89.300 70.200 0.000000 95.340 69.920 0.000000 98.800 69.870 0.000000 102.260 69.860 0.000000 105.720 69.920 0.000000 109.740 70.080 0.000000 113.970 70.200 0.000000 117.790 70.240 0.000000 121.810 70.220 0.000000 --------------------------------------------------------------------- Name: XA2180B Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 987 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.370 0.000000 4.960 70.350 0.000000 10.010 70.280 0.000000 20.030 70.230 0.000000 24.990 70.150 0.000000 29.950 70.120 0.000000 39.960 70.130 0.000000 64.950 69.930 0.000000 89.930 69.900 0.000000 99.940 69.900 0.000000 109.960 69.900 0.000000 119.970 69.900 0.000000 124.930 69.900 0.000000 129.980 69.900 0.000000 139.990 69.900 0.000000 144.960 69.900 0.000000 149.920 69.900 0.000000 154.970 69.900 0.000000 159.930 69.900 0.000000 164.980 69.900 0.000000 174.990 69.980 0.000000 179.950 70.060 0.000000 184.910 70.210 0.000000 189.970 70.550 0.000000 194.930 70.940 0.000000 199.980 70.980 0.000000 204.940 70.800 0.000000 209.900 70.780 0.000000 219.910 70.860 0.000000 224.970 70.950 0.000000 229.930 70.780 0.000000 234.980 70.350 0.000000 239.940 70.180 0.000000 244.900 70.190 0.000000 249.950 70.000 0.000000 254.910 69.900 0.000000 259.960 70.070 0.000000 264.920 70.030 0.000000 269.880 69.900 0.000000 274.940 69.900 0.000000 279.900 69.900 0.000000 284.950 69.970 0.000000 289.910 70.140 0.000000 294.960 69.980 0.000000 299.920 69.900 0.000000 309.940 69.900 0.000000 314.900 69.900 0.000000 319.950 69.900 0.000000 324.910 69.900 0.000000 334.920 69.900 0.000000 339.880 69.900 0.000000 344.930 69.900 0.000000 349.890 69.900 0.000000 354.860 69.900 0.000000 359.820 69.900 0.000000 369.640 69.900 0.000000 374.610 69.900 0.000000 384.430 69.900 0.000000 389.390 69.900 0.000000 394.260 69.900 0.000000 399.220 69.900 0.000000 404.180 69.900 0.000000 409.050 69.900 0.000000 414.010 69.900 0.000000 418.970 69.900 0.000000 423.930 69.900 0.000000 428.800 69.900 0.000000 432.660 69.900 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 988 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 436.060 69.900 0.000000 439.460 69.900 0.000000 442.120 69.900 0.000000 447.540 69.900 0.000000 450.210 69.900 0.000000 454.710 69.900 0.000000 459.300 69.900 0.000000 463.890 69.900 0.000000 468.390 69.900 0.000000 477.120 69.900 0.000000 485.480 69.900 0.000000 488.240 69.900 0.000000 490.990 69.900 0.000000 494.210 69.900 0.000000 497.330 69.900 0.000000 502.110 69.900 0.000000 506.880 69.900 0.000000 511.570 69.900 0.000000 516.350 69.900 0.000000 521.120 69.900 0.000000 525.810 69.900 0.000000 530.120 69.900 0.000000 534.440 69.900 0.000000 538.210 69.900 0.000000 541.970 69.900 0.000000 545.740 69.900 0.000000 549.510 69.900 0.000000 553.360 69.900 0.000000 557.220 69.900 0.000000 564.940 69.900 0.000000 568.430 69.900 0.000000 571.920 69.900 0.000000 575.500 69.900 0.000000 579.090 69.900 0.000000 582.670 69.900 0.000000 586.250 69.900 0.000000 588.820 69.900 0.000000 594.060 69.900 0.000000 600.860 69.900 0.000000 604.810 69.900 0.000000 608.110 69.900 0.000000 611.880 69.900 0.000000 618.680 69.900 0.000000 625.750 69.900 0.000000 639.900 69.900 0.000000 649.360 69.900 0.000000 654.140 69.900 0.000000 658.820 69.900 0.000000 663.600 69.900 0.000000 668.280 69.900 0.000000 673.060 69.900 0.000000 677.740 69.900 0.000000 682.520 69.900 0.000000 687.200 69.970 0.000000 698.500 69.990 0.000000 706.770 70.210 0.000000 719.260 70.160 0.000000 724.130 70.070 0.000000 728.910 70.130 0.000000 733.690 70.140 0.000000 743.330 70.090 0.000000 748.110 69.900 0.000000 762.530 70.240 0.000000 767.310 70.130 0.000000 776.950 70.180 0.000000 780.810 70.260 0.000000 784.670 70.010 0.000000 795.600 70.190 0.000000 801.290 70.190 0.000000 804.050 70.250 0.000000 808.550 70.190 0.000000 813.050 70.050 0.000000 817.650 70.000 0.000000 822.150 70.000 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 989 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 835.650 70.080 0.000000 840.150 70.250 0.000000 847.590 70.260 0.000000 850.440 70.190 0.000000 859.350 70.020 0.000000 862.660 70.010 0.000000 865.690 70.020 0.000000 873.680 69.920 0.000000 878.550 70.180 0.000000 883.420 70.070 0.000000 888.290 69.900 0.000000 893.250 69.900 0.000000 897.200 69.980 0.000000 901.050 70.040 0.000000 905.650 70.050 0.000000 914.470 70.200 0.000000 918.600 70.220 0.000000 --------------------------------------------------------------------- Name: XA2180C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.220 0.000000 4.090 70.120 0.000000 8.170 69.900 0.000000 12.260 69.900 0.000000 16.350 69.900 0.000000 20.430 69.900 0.000000 24.520 69.900 0.000000 28.550 69.900 0.000000 32.690 69.900 0.000000 36.290 69.900 0.000000 39.830 69.900 0.000000 42.390 69.900 0.000000 44.890 69.900 0.000000 48.490 69.900 0.000000 52.030 69.900 0.000000 54.530 69.900 0.000000 57.090 69.900 0.000000 60.630 69.900 0.000000 64.230 69.900 0.000000 68.380 69.900 0.000000 71.250 69.900 0.000000 74.110 69.900 0.000000 79.110 69.900 0.000000 84.120 69.900 0.000000 89.120 69.900 0.000000 94.120 69.900 0.000000 98.690 69.900 0.000000 103.330 69.900 0.000000 107.910 69.900 0.000000 112.540 69.900 0.000000 117.120 69.900 0.000000 121.750 69.900 0.000000 126.390 69.900 0.000000 130.960 70.030 0.000000 135.600 70.070 0.000000 140.170 70.050 0.000000 144.810 69.920 0.000000 149.510 69.900 0.000000 154.260 69.900 0.000000 158.960 69.900 0.000000 163.720 69.900 0.000000 177.870 69.900 0.000000 192.020 69.900 0.000000 196.780 69.900 0.000000 201.480 69.900 0.000000 206.230 69.900 0.000000 215.690 69.900 0.000000 220.390 69.900 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 990 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 243.990 69.900 0.000000 252.780 69.900 0.000000 261.560 69.900 0.000000 265.950 69.900 0.000000 274.730 69.900 0.000000 284.190 69.900 0.000000 293.640 69.900 0.000000 303.040 69.900 0.000000 312.490 69.900 0.000000 317.250 69.900 0.000000 336.100 69.900 0.000000 340.860 69.900 0.000000 345.550 69.900 0.000000 349.880 69.900 0.000000 354.280 69.900 0.000000 358.610 69.900 0.000000 363.000 69.900 0.000000 367.330 69.900 0.000000 387.280 69.900 0.000000 392.280 69.900 0.000000 397.280 69.900 0.000000 402.220 69.900 0.000000 412.220 69.900 0.000000 417.170 69.900 0.000000 422.170 69.900 0.000000 447.050 69.900 0.000000 451.390 69.900 0.000000 460.050 69.900 0.000000 464.320 69.900 0.000000 468.650 69.900 0.000000 478.650 69.900 0.000000 488.590 69.900 0.000000 493.600 69.900 0.000000 503.600 69.900 0.000000 508.600 69.900 0.000000 513.600 69.900 0.000000 523.550 69.900 0.000000 533.550 69.900 0.000000 538.550 69.900 0.000000 548.560 69.900 0.000000 552.820 69.900 0.000000 557.160 69.900 0.000000 561.430 69.900 0.000000 565.700 69.900 0.000000 570.030 69.900 0.000000 580.030 69.900 0.000000 584.970 69.900 0.000000 589.970 69.900 0.000000 594.970 69.900 0.000000 599.980 69.900 0.000000 609.980 69.900 0.000000 --------------------------------------------------------------------- Name: XA2190B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 72.380 0.000000 4.180 72.380 0.000000 8.360 72.380 0.000000 12.890 72.350 0.000000 20.080 72.200 0.000000 24.380 72.200 0.000000 28.560 72.240 0.000000 36.570 72.270 0.000000 48.290 72.260 0.000000 56.530 72.300 0.000000 63.150 72.250 0.000000 72.550 72.070 0.000000 82.190 72.200 0.000000 87.060 72.130 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 991 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 91.820 72.170 0.000000 96.700 72.330 0.000000 101.460 72.320 0.000000 106.330 72.240 0.000000 111.210 72.200 0.000000 121.650 72.040 0.000000 125.370 72.010 0.000000 138.720 72.030 0.000000 147.190 71.990 0.000000 151.250 72.040 0.000000 155.320 72.010 0.000000 163.100 72.010 0.000000 179.000 72.090 0.000000 182.710 71.990 0.000000 186.540 71.940 0.000000 196.180 71.910 0.000000 210.690 71.950 0.000000 221.950 71.850 0.000000 226.710 71.840 0.000000 235.880 71.900 0.000000 240.290 71.880 0.000000 253.870 71.640 0.000000 257.700 71.590 0.000000 261.530 71.580 0.000000 269.430 71.470 0.000000 273.260 71.390 0.000000 277.200 71.330 0.000000 281.150 71.320 0.000000 284.520 71.340 0.000000 297.050 71.240 0.000000 305.990 71.270 0.000000 310.520 71.260 0.000000 325.490 71.370 0.000000 330.490 71.270 0.000000 335.480 71.270 0.000000 339.770 71.390 0.000000 358.000 71.330 0.000000 362.870 71.370 0.000000 367.750 71.330 0.000000 372.620 71.420 0.000000 377.500 71.330 0.000000 380.400 71.310 0.000000 387.020 71.320 0.000000 399.320 71.260 0.000000 407.560 71.280 0.000000 415.920 71.250 0.000000 420.100 71.400 0.000000 423.000 71.400 0.000000 425.900 71.350 0.000000 429.160 71.370 0.000000 435.080 71.450 0.000000 441.460 71.590 0.000000 444.010 71.600 0.000000 451.680 71.700 0.000000 465.140 71.710 0.000000 477.910 71.400 0.000000 482.550 71.330 0.000000 487.200 71.330 0.000000 490.560 71.280 0.000000 500.550 71.270 0.000000 503.220 71.310 0.000000 505.890 71.250 0.000000 510.530 71.250 0.000000 515.170 71.070 0.000000 519.820 70.940 0.000000 524.460 70.930 0.000000 528.870 71.060 0.000000 541.750 71.100 0.000000 550.230 71.040 0.000000 567.990 70.980 0.000000 576.930 70.980 0.000000 588.420 71.010 0.000000 607.220 70.900 0.000000 612.220 70.900 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 992 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 623.820 71.070 0.000000 653.540 71.060 0.000000 657.600 71.010 0.000000 661.780 71.040 0.000000 665.960 71.200 0.000000 670.140 71.440 0.000000 674.320 71.600 0.000000 678.500 71.610 0.000000 690.800 71.410 0.000000 694.520 71.390 0.000000 705.890 71.150 0.000000 714.830 70.940 0.000000 718.320 70.900 0.000000 722.490 71.020 0.000000 730.850 71.200 0.000000 735.610 71.340 0.000000 739.440 71.370 0.000000 747.570 71.360 0.000000 753.950 71.420 0.000000 757.440 71.420 0.000000 788.780 71.800 0.000000 792.260 71.810 0.000000 796.090 71.780 0.000000 805.380 71.640 0.000000 810.250 71.630 0.000000 839.620 71.760 0.000000 854.940 71.730 0.000000 870.620 71.650 0.000000 886.290 71.510 0.000000 894.060 71.400 0.000000 901.840 71.220 0.000000 906.370 71.040 0.000000 909.620 70.790 0.000000 917.400 69.940 0.000000 921.690 69.560 0.000000 925.870 69.210 0.000000 930.400 68.970 0.000000 942.700 68.830 0.000000 946.880 68.900 0.000000 951.060 68.740 0.000000 955.240 68.550 0.000000 962.780 68.530 0.000000 966.500 68.440 0.000000 979.500 68.230 0.000000 984.030 68.270 0.000000 988.550 68.240 0.000000 1100.700 68.340 0.000000 1104.640 68.230 0.000000 1112.310 68.270 0.000000 1116.140 68.260 0.000000 1119.040 68.300 0.000000 1121.820 68.370 0.000000 1125.660 68.540 0.000000 1129.490 68.840 0.000000 1132.970 69.030 0.000000 1140.510 69.230 0.000000 1144.920 69.420 0.000000 1149.220 69.470 0.000000 --------------------------------------------------------------------- Name: XA2190C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.470 0.000000 4.760 69.490 0.000000 9.520 69.440 0.000000 14.290 69.490 0.000000 19.050 69.650 0.000000 23.810 69.780 0.000000 28.570 69.890 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 993 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.330 69.840 0.000000 38.100 69.610 0.000000 42.860 69.440 0.000000 47.620 69.330 0.000000 52.380 69.430 0.000000 57.140 69.660 0.000000 61.900 69.810 0.000000 66.670 69.810 0.000000 71.430 69.870 0.000000 76.190 69.870 0.000000 80.950 69.780 0.000000 85.710 69.860 0.000000 90.480 70.150 0.000000 95.240 70.400 0.000000 100.000 70.500 0.000000 --------------------------------------------------------------------- Name: XA2200B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.130 0.000000 9.730 69.980 0.000000 14.600 70.020 0.000000 19.430 70.250 0.000000 24.290 70.370 0.000000 29.160 70.200 0.000000 38.890 70.190 0.000000 48.620 70.360 0.000000 58.320 70.390 0.000000 63.190 70.300 0.000000 72.920 70.450 0.000000 77.780 70.190 0.000000 82.650 70.200 0.000000 87.480 70.060 0.000000 92.350 69.980 0.000000 97.210 69.960 0.000000 102.080 70.000 0.000000 106.940 70.220 0.000000 111.810 70.150 0.000000 116.680 70.480 0.000000 121.510 70.770 0.000000 126.370 70.880 0.000000 131.240 70.730 0.000000 139.300 70.630 0.000000 145.940 70.850 0.000000 150.090 70.940 0.000000 159.680 70.990 0.000000 182.140 70.400 0.000000 191.970 70.450 0.000000 196.870 70.370 0.000000 201.770 70.350 0.000000 206.710 70.430 0.000000 211.610 70.420 0.000000 216.510 70.400 0.000000 221.440 70.300 0.000000 226.340 70.290 0.000000 231.240 70.320 0.000000 236.140 70.270 0.000000 241.070 70.180 0.000000 245.970 70.230 0.000000 250.870 70.360 0.000000 260.710 70.080 0.000000 265.610 70.110 0.000000 270.540 70.270 0.000000 275.440 70.210 0.000000 280.340 70.090 0.000000 285.270 70.090 0.000000 290.170 70.170 0.000000 295.070 70.150 0.000000 304.910 70.060 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 994 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 309.810 70.170 0.000000 314.200 70.170 0.000000 318.550 70.090 0.000000 328.320 70.070 0.000000 332.470 70.090 0.000000 335.500 70.160 0.000000 340.260 70.170 0.000000 --------------------------------------------------------------------- Name: XA2200C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.170 0.000000 6.570 70.300 0.000000 9.220 70.320 0.000000 13.510 70.220 0.000000 21.700 70.140 0.000000 24.630 70.080 0.000000 37.010 70.070 0.000000 41.300 70.050 0.000000 45.430 70.070 0.000000 53.300 70.250 0.000000 61.890 70.240 0.000000 66.560 70.360 0.000000 74.200 70.000 0.000000 84.500 70.290 0.000000 87.550 70.230 0.000000 90.610 70.210 0.000000 98.380 70.350 0.000000 --------------------------------------------------------------------- Name: XA2200D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.150 0.000000 4.220 71.120 0.000000 12.680 71.140 0.000000 20.660 70.950 0.000000 25.290 71.030 0.000000 29.400 70.850 0.000000 36.310 70.800 0.000000 39.110 70.720 0.000000 43.390 70.250 0.000000 47.680 69.950 0.000000 52.000 70.190 0.000000 56.280 70.810 0.000000 60.570 71.250 0.000000 65.020 71.300 0.000000 73.900 71.280 0.000000 83.060 71.190 0.000000 90.210 71.150 0.000000 92.940 71.170 0.000000 99.260 71.150 0.000000 102.860 71.190 0.000000 106.450 71.290 0.000000 111.150 71.350 0.000000 115.850 71.270 0.000000 119.580 71.300 0.000000 126.970 71.410 0.000000 131.150 71.440 0.000000 135.190 71.400 0.000000 150.090 71.100 0.000000 161.900 71.010 0.000000 165.460 71.050 0.000000 169.020 71.150 0.000000 172.580 71.340 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 995 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 175.860 71.450 0.000000 182.290 71.340 0.000000 190.650 71.360 0.000000 194.830 71.330 0.000000 199.560 71.340 0.000000 204.330 71.310 0.000000 211.520 71.370 0.000000 215.630 71.280 0.000000 219.770 71.220 0.000000 223.880 71.220 0.000000 237.910 71.330 0.000000 247.860 71.350 0.000000 257.780 71.470 0.000000 262.750 71.500 0.000000 267.690 71.420 0.000000 272.670 71.430 0.000000 282.580 71.330 0.000000 289.770 71.320 0.000000 296.850 71.260 0.000000 304.970 71.280 0.000000 312.950 71.430 0.000000 316.720 71.450 0.000000 320.490 71.430 0.000000 324.670 71.350 0.000000 328.810 71.200 0.000000 332.990 70.880 0.000000 337.170 70.520 0.000000 341.320 70.220 0.000000 345.500 70.130 0.000000 --------------------------------------------------------------------- Name: XA2210B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.600 0.000000 4.160 70.510 0.000000 7.800 70.490 0.000000 12.110 70.680 0.000000 15.860 70.510 0.000000 19.610 70.250 0.000000 23.360 70.250 0.000000 26.560 70.500 0.000000 29.090 70.580 0.000000 31.590 70.480 0.000000 36.500 70.370 0.000000 41.390 70.300 0.000000 46.280 70.170 0.000000 51.200 70.160 0.000000 56.090 70.270 0.000000 60.980 70.210 0.000000 65.890 70.230 0.000000 75.700 70.190 0.000000 85.480 70.310 0.000000 95.280 70.290 0.000000 100.170 70.370 0.000000 105.090 70.380 0.000000 109.970 70.510 0.000000 119.780 70.610 0.000000 124.670 70.490 0.000000 129.560 70.460 0.000000 134.470 70.140 0.000000 139.360 69.860 0.000000 144.250 69.780 0.000000 149.170 69.800 0.000000 154.060 70.000 0.000000 158.950 70.310 0.000000 163.860 70.450 0.000000 173.640 70.410 0.000000 178.560 70.560 0.000000 183.450 70.490 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 996 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 188.330 70.500 0.000000 193.250 70.590 0.000000 198.140 70.630 0.000000 203.030 70.450 0.000000 207.940 70.400 0.000000 212.830 70.460 0.000000 217.720 70.490 0.000000 227.530 70.370 0.000000 237.330 70.380 0.000000 242.220 70.130 0.000000 247.110 70.090 0.000000 252.030 70.370 0.000000 256.920 70.510 0.000000 261.800 70.530 0.000000 271.610 70.740 0.000000 --------------------------------------------------------------------- Name: XA2210C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.350 0.000000 4.470 70.310 0.000000 7.860 70.320 0.000000 11.660 70.240 0.000000 15.980 70.220 0.000000 23.630 70.030 0.000000 26.940 69.990 0.000000 30.830 70.170 0.000000 34.730 70.490 0.000000 38.620 70.710 0.000000 41.290 70.730 0.000000 43.950 70.600 0.000000 --------------------------------------------------------------------- Name: XA2210D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.150 0.000000 9.440 71.100 0.000000 13.400 71.110 0.000000 17.350 71.030 0.000000 21.440 71.000 0.000000 25.530 71.000 0.000000 33.270 70.880 0.000000 36.850 70.860 0.000000 39.390 70.890 0.000000 50.090 70.780 0.000000 57.650 70.730 0.000000 61.360 70.760 0.000000 65.670 70.750 0.000000 73.700 70.860 0.000000 81.130 70.860 0.000000 85.740 70.890 0.000000 92.950 70.860 0.000000 95.560 70.950 0.000000 102.060 70.990 0.000000 105.940 70.910 0.000000 110.250 70.920 0.000000 114.170 70.820 0.000000 118.190 70.790 0.000000 126.250 70.570 0.000000 128.760 70.440 0.000000 135.370 70.350 0.000000 --------------------------------------------------------------------- Name: XA2220B Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 997 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 44.550 0.000000 4.210 44.460 0.000000 8.220 44.160 0.000000 12.030 44.100 0.000000 15.910 44.280 0.000000 19.720 44.520 0.000000 23.600 44.690 0.000000 28.010 44.520 0.000000 31.890 44.630 0.000000 36.100 44.920 0.000000 44.990 45.090 0.000000 49.600 45.280 0.000000 58.890 45.900 0.000000 63.570 45.280 0.000000 68.190 45.050 0.000000 72.870 45.190 0.000000 77.540 45.470 0.000000 82.160 45.800 0.000000 86.840 46.060 0.000000 91.450 46.180 0.000000 96.130 46.250 0.000000 100.740 46.260 0.000000 107.830 46.330 0.000000 111.300 46.230 0.000000 115.310 45.930 0.000000 119.330 45.880 0.000000 123.540 46.140 0.000000 127.820 46.340 0.000000 132.030 46.320 0.000000 136.310 46.180 0.000000 140.520 46.320 0.000000 148.270 46.430 0.000000 151.880 46.430 0.000000 156.760 46.690 0.000000 161.640 46.420 0.000000 166.590 46.600 0.000000 169.530 46.640 0.000000 172.470 46.800 0.000000 176.620 47.110 0.000000 180.760 47.130 0.000000 184.900 47.110 0.000000 188.980 47.220 0.000000 193.330 47.270 0.000000 201.620 47.420 0.000000 209.910 47.660 0.000000 214.050 47.690 0.000000 218.200 47.980 0.000000 222.270 48.180 0.000000 226.420 48.200 0.000000 229.160 48.080 0.000000 231.900 47.900 0.000000 236.780 48.000 0.000000 241.660 48.330 0.000000 249.610 48.490 0.000000 252.620 48.490 0.000000 256.770 48.420 0.000000 260.910 48.410 0.000000 264.990 48.650 0.000000 269.130 49.140 0.000000 271.870 49.260 0.000000 281.970 49.160 0.000000 285.650 49.150 0.000000 288.390 49.180 0.000000 291.130 49.220 0.000000 296.010 49.620 0.000000 300.890 49.720 0.000000 309.710 49.400 0.000000 313.660 49.180 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 998 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 322.010 49.240 0.000000 326.160 49.240 0.000000 328.960 49.280 0.000000 335.250 49.520 0.000000 342.270 49.690 0.000000 346.880 49.840 0.000000 351.560 49.930 0.000000 356.170 50.100 0.000000 360.850 50.140 0.000000 365.460 50.110 0.000000 374.760 50.390 0.000000 379.370 50.590 0.000000 384.050 50.980 0.000000 388.660 51.230 0.000000 397.950 50.530 0.000000 407.180 50.290 0.000000 414.730 50.250 0.000000 421.280 50.590 0.000000 425.960 51.100 0.000000 430.640 51.650 0.000000 435.320 52.100 0.000000 440.270 52.340 0.000000 445.210 51.970 0.000000 450.160 51.370 0.000000 454.040 50.800 0.000000 457.920 50.380 0.000000 461.790 50.230 0.000000 465.670 50.260 0.000000 473.890 50.530 0.000000 478.300 50.610 0.000000 484.190 50.580 0.000000 487.600 50.700 0.000000 491.010 50.640 0.000000 494.080 50.700 0.000000 497.160 50.660 0.000000 501.840 50.530 0.000000 506.510 50.320 0.000000 511.190 50.190 0.000000 515.870 50.420 0.000000 520.550 50.620 0.000000 525.170 50.660 0.000000 529.850 50.640 0.000000 532.390 50.620 0.000000 537.930 50.510 0.000000 544.420 50.500 0.000000 547.430 50.540 0.000000 557.590 50.800 0.000000 561.730 50.680 0.000000 569.950 50.810 0.000000 574.030 50.810 0.000000 578.110 51.060 0.000000 581.920 51.240 0.000000 585.660 51.120 0.000000 590.480 51.180 0.000000 593.690 51.300 0.000000 605.520 51.170 0.000000 610.730 51.060 0.000000 629.120 50.870 0.000000 633.860 50.890 0.000000 643.350 51.130 0.000000 645.900 51.040 0.000000 648.500 50.880 0.000000 652.780 50.840 0.000000 657.130 50.920 0.000000 660.130 51.010 0.000000 663.140 51.160 0.000000 665.820 51.160 0.000000 668.490 51.050 0.000000 --------------------------------------------------------------------- Name: XA2220C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 999 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.090 0.000000 6.460 50.020 0.000000 12.080 49.860 0.000000 16.110 49.810 0.000000 24.170 49.750 0.000000 27.210 49.770 0.000000 30.170 49.740 0.000000 35.110 49.740 0.000000 40.050 49.800 0.000000 44.990 49.630 0.000000 49.700 49.550 0.000000 61.330 49.520 0.000000 65.050 49.390 0.000000 69.460 49.170 0.000000 73.640 48.780 0.000000 77.890 48.550 0.000000 81.390 48.510 0.000000 89.830 48.580 0.000000 92.410 48.580 0.000000 95.070 48.430 0.000000 100.010 48.430 0.000000 104.950 48.520 0.000000 109.890 48.410 0.000000 112.850 48.300 0.000000 115.890 48.240 0.000000 120.830 48.370 0.000000 125.770 48.410 0.000000 130.710 48.240 0.000000 136.410 48.140 0.000000 140.590 48.270 0.000000 144.770 48.250 0.000000 149.030 48.120 0.000000 151.910 48.200 0.000000 159.670 48.090 0.000000 172.280 47.850 0.000000 175.090 47.820 0.000000 178.740 47.880 0.000000 182.460 47.880 0.000000 186.190 47.840 0.000000 188.770 47.890 0.000000 191.360 47.910 0.000000 195.080 47.880 0.000000 198.730 47.770 0.000000 202.450 47.620 0.000000 207.620 47.770 0.000000 211.340 47.760 0.000000 214.990 47.720 0.000000 221.300 47.710 0.000000 223.880 47.650 0.000000 228.060 47.690 0.000000 232.240 47.650 0.000000 236.420 47.570 0.000000 240.370 47.580 0.000000 244.480 47.550 0.000000 248.660 47.570 0.000000 252.840 47.680 0.000000 255.650 47.670 0.000000 258.380 47.530 0.000000 263.320 47.470 0.000000 278.900 47.500 0.000000 282.550 47.470 0.000000 290.000 47.280 0.000000 292.580 47.390 0.000000 299.340 47.340 0.000000 307.700 47.370 0.000000 311.580 47.260 0.000000 319.940 47.270 0.000000 324.120 47.180 0.000000 326.930 47.190 0.000000 329.740 47.150 0.000000 334.680 47.280 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1000 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 344.560 47.100 0.000000 347.370 47.140 0.000000 358.540 47.130 0.000000 362.720 47.040 0.000000 370.780 46.920 0.000000 374.960 46.890 0.000000 379.140 46.920 0.000000 387.420 46.820 0.000000 391.600 46.840 0.000000 395.710 46.900 0.000000 399.890 46.890 0.000000 402.620 47.030 0.000000 405.430 46.970 0.000000 409.160 46.820 0.000000 412.800 46.780 0.000000 416.530 46.850 0.000000 419.110 46.860 0.000000 421.700 46.760 0.000000 425.420 46.710 0.000000 432.790 46.680 0.000000 437.960 46.570 0.000000 442.140 46.620 0.000000 446.390 46.590 0.000000 454.680 46.410 0.000000 458.780 46.410 0.000000 462.960 46.480 0.000000 467.140 46.490 0.000000 471.320 46.300 0.000000 474.060 46.320 0.000000 476.790 46.280 0.000000 484.240 46.320 0.000000 493.130 46.250 0.000000 496.780 46.280 0.000000 500.500 46.280 0.000000 504.230 46.190 0.000000 506.810 46.200 0.000000 509.390 46.140 0.000000 520.490 46.150 0.000000 523.230 46.110 0.000000 525.960 45.950 0.000000 530.830 46.060 0.000000 540.480 46.040 0.000000 544.200 46.010 0.000000 547.920 45.830 0.000000 551.650 45.930 0.000000 555.370 45.950 0.000000 561.600 45.890 0.000000 564.190 45.830 0.000000 567.910 45.860 0.000000 571.630 45.850 0.000000 577.940 45.750 0.000000 587.900 45.730 0.000000 591.620 45.820 0.000000 594.360 45.780 0.000000 597.090 45.640 0.000000 601.270 45.590 0.000000 617.920 45.500 0.000000 622.100 45.520 0.000000 626.270 45.500 0.000000 636.080 45.310 0.000000 641.020 45.410 0.000000 645.960 45.420 0.000000 650.900 45.320 0.000000 653.710 45.370 0.000000 660.700 45.240 0.000000 664.800 45.210 0.000000 668.980 45.230 0.000000 672.940 45.200 0.000000 677.120 45.210 0.000000 685.470 45.120 0.000000 688.060 45.150 0.000000 690.640 45.100 0.000000 694.370 44.990 0.000000 701.740 45.020 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1001 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 706.910 44.920 0.000000 718.000 45.000 0.000000 720.580 44.980 0.000000 723.170 44.880 0.000000 730.620 44.960 0.000000 734.340 44.940 0.000000 737.080 44.840 0.000000 739.810 44.620 0.000000 744.750 44.720 0.000000 749.610 44.730 0.000000 754.550 44.600 0.000000 757.290 44.630 0.000000 759.950 44.550 0.000000 --------------------------------------------------------------------- Name: XA2230B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.450 0.000000 4.940 58.940 0.000000 9.880 58.800 0.000000 14.820 58.810 0.000000 19.760 58.870 0.000000 29.640 58.620 0.000000 34.650 58.530 0.000000 39.590 58.560 0.000000 44.530 58.520 0.000000 49.470 58.440 0.000000 54.410 58.430 0.000000 59.350 58.280 0.000000 64.290 58.180 0.000000 69.230 58.240 0.000000 74.170 58.210 0.000000 79.110 58.090 0.000000 88.990 57.980 0.000000 93.930 57.960 0.000000 103.880 57.820 0.000000 108.820 57.820 0.000000 113.760 57.770 0.000000 118.700 57.830 0.000000 128.580 57.590 0.000000 133.520 57.520 0.000000 138.460 57.430 0.000000 148.340 57.340 0.000000 153.280 57.230 0.000000 158.220 57.230 0.000000 168.100 57.100 0.000000 173.110 57.100 0.000000 178.050 56.990 0.000000 187.930 56.990 0.000000 192.870 56.910 0.000000 197.810 56.860 0.000000 202.750 56.920 0.000000 207.690 56.850 0.000000 217.570 56.900 0.000000 222.510 56.700 0.000000 227.520 56.890 0.000000 232.460 56.620 0.000000 237.460 56.710 0.000000 242.460 56.690 0.000000 247.400 56.780 0.000000 252.400 56.540 0.000000 257.400 56.550 0.000000 262.340 56.470 0.000000 267.350 56.210 0.000000 277.290 56.220 0.000000 287.230 56.050 0.000000 292.230 56.140 0.000000 297.170 55.990 0.000000 302.170 55.910 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1002 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 307.180 55.800 0.000000 317.180 55.040 0.000000 322.180 55.100 0.000000 332.120 55.170 0.000000 347.130 55.160 0.000000 352.130 55.130 0.000000 357.010 55.200 0.000000 361.950 55.190 0.000000 371.710 54.840 0.000000 376.650 54.820 0.000000 381.530 54.850 0.000000 386.470 54.990 0.000000 391.350 55.030 0.000000 401.170 55.320 0.000000 406.050 54.830 0.000000 410.990 54.590 0.000000 415.870 54.580 0.000000 420.750 54.510 0.000000 425.690 54.520 0.000000 435.510 54.600 0.000000 440.390 54.570 0.000000 450.210 54.210 0.000000 455.090 54.100 0.000000 460.030 54.070 0.000000 464.910 54.080 0.000000 469.790 54.010 0.000000 479.610 53.810 0.000000 489.430 53.710 0.000000 499.250 53.400 0.000000 503.950 53.190 0.000000 508.650 53.130 0.000000 513.400 53.350 0.000000 518.100 53.280 0.000000 527.550 53.010 0.000000 532.250 53.190 0.000000 537.010 53.140 0.000000 541.710 52.790 0.000000 546.400 52.750 0.000000 551.160 52.740 0.000000 556.160 52.280 0.000000 561.100 52.200 0.000000 566.100 52.230 0.000000 571.110 52.230 0.000000 581.050 52.140 0.000000 586.050 52.170 0.000000 589.830 52.240 0.000000 597.390 52.240 0.000000 604.960 52.350 0.000000 607.460 52.330 0.000000 609.960 52.380 0.000000 --------------------------------------------------------------------- Name: XA2230C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.200 0.000000 20.220 50.750 0.000000 46.130 52.300 0.000000 68.550 52.500 0.000000 108.910 53.300 0.000000 164.010 53.600 0.000000 208.660 54.000 0.000000 221.690 54.300 0.000000 231.400 54.880 0.000000 236.270 55.140 0.000000 241.120 55.130 0.000000 250.830 54.730 0.000000 255.700 54.630 0.000000 260.540 54.640 0.000000 265.410 54.730 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1003 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 270.250 54.890 0.000000 275.120 55.090 0.000000 --------------------------------------------------------------------- Name: XA2230D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.380 0.000000 4.010 52.430 0.000000 7.820 52.540 0.000000 12.020 52.490 0.000000 16.210 52.530 0.000000 27.540 52.330 0.000000 31.740 52.220 0.000000 35.550 52.180 0.000000 39.940 52.050 0.000000 44.330 51.980 0.000000 51.450 52.020 0.000000 59.080 51.860 0.000000 67.430 51.220 0.000000 70.900 51.040 0.000000 74.390 50.930 0.000000 77.870 50.900 0.000000 81.040 50.900 0.000000 84.220 51.030 0.000000 88.170 51.100 0.000000 --------------------------------------------------------------------- Name: XA2250B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.240 0.000000 4.210 59.300 0.000000 8.410 58.820 0.000000 12.620 58.920 0.000000 16.820 59.160 0.000000 21.010 59.480 0.000000 24.300 59.700 0.000000 31.510 59.880 0.000000 43.050 60.080 0.000000 46.740 60.270 0.000000 50.440 60.620 0.000000 54.820 60.890 0.000000 58.070 60.810 0.000000 61.320 60.870 0.000000 66.100 60.800 0.000000 70.880 60.260 0.000000 75.670 60.060 0.000000 80.110 60.050 0.000000 84.560 59.860 0.000000 89.020 59.750 0.000000 93.470 59.740 0.000000 97.930 59.560 0.000000 102.370 59.220 0.000000 106.830 59.160 0.000000 111.280 59.370 0.000000 114.470 59.850 0.000000 117.670 60.180 0.000000 121.620 60.300 0.000000 125.150 60.270 0.000000 --------------------------------------------------------------------- Name: XA2280B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1004 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.400 0.000000 4.020 69.400 0.000000 8.070 69.440 0.000000 12.090 69.320 0.000000 23.400 69.490 0.000000 27.720 69.470 0.000000 32.030 69.410 0.000000 41.270 69.360 0.000000 59.520 69.330 0.000000 68.540 69.420 0.000000 77.550 69.270 0.000000 82.060 69.370 0.000000 86.560 69.370 0.000000 90.430 69.260 0.000000 94.340 69.190 0.000000 98.240 69.220 0.000000 100.990 69.160 0.000000 103.760 69.060 0.000000 109.660 68.970 0.000000 118.970 69.050 0.000000 126.860 69.000 0.000000 131.710 69.050 0.000000 141.390 68.940 0.000000 150.110 68.890 0.000000 153.980 68.800 0.000000 158.520 68.820 0.000000 166.440 68.680 0.000000 169.600 68.660 0.000000 174.370 68.660 0.000000 179.140 68.580 0.000000 183.940 68.540 0.000000 188.710 68.630 0.000000 198.250 68.610 0.000000 203.020 68.550 0.000000 212.560 68.560 0.000000 222.250 68.480 0.000000 227.060 68.470 0.000000 231.900 68.390 0.000000 236.750 68.200 0.000000 246.440 68.150 0.000000 251.280 68.080 0.000000 260.970 67.820 0.000000 265.780 67.780 0.000000 274.340 67.740 0.000000 278.020 67.650 0.000000 290.340 67.540 0.000000 294.770 67.490 0.000000 299.200 67.400 0.000000 312.530 67.270 0.000000 317.340 66.990 0.000000 325.640 67.050 0.000000 331.310 67.170 0.000000 343.180 67.160 0.000000 346.900 67.200 0.000000 350.650 67.280 0.000000 358.580 67.360 0.000000 362.670 67.440 0.000000 375.550 67.550 0.000000 --------------------------------------------------------------------- Name: XA2280C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 67.550 0.000000 7.200 67.510 0.000000 10.440 67.520 0.000000 19.590 67.360 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1005 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.170 67.180 0.000000 28.740 66.970 0.000000 37.900 67.450 0.000000 41.480 67.550 0.000000 51.310 67.730 0.000000 --------------------------------------------------------------------- Name: XA2300C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.910 0.000000 4.560 69.930 0.000000 9.080 69.910 0.000000 13.640 69.940 0.000000 18.170 69.880 0.000000 22.730 69.870 0.000000 27.250 69.870 0.000000 31.810 69.910 0.000000 36.340 69.980 0.000000 40.890 69.960 0.000000 44.750 69.950 0.000000 48.610 69.990 0.000000 52.460 69.980 0.000000 56.520 70.050 0.000000 60.580 70.150 0.000000 64.000 70.210 0.000000 67.390 70.130 0.000000 70.810 70.100 0.000000 74.520 70.180 0.000000 78.200 70.280 0.000000 81.880 70.260 0.000000 86.700 70.290 0.000000 91.490 70.300 0.000000 96.280 70.320 0.000000 101.070 70.350 0.000000 105.890 70.380 0.000000 110.620 70.490 0.000000 115.380 70.410 0.000000 120.110 70.380 0.000000 123.880 70.490 0.000000 127.650 70.510 0.000000 131.390 70.530 0.000000 135.680 70.610 0.000000 139.980 70.680 0.000000 144.650 70.710 0.000000 149.320 70.660 0.000000 153.970 70.750 0.000000 158.640 70.830 0.000000 163.320 70.760 0.000000 167.990 70.760 0.000000 172.630 70.820 0.000000 177.310 70.920 0.000000 181.980 70.960 0.000000 186.660 70.900 0.000000 191.390 70.950 0.000000 196.120 70.980 0.000000 200.850 70.990 0.000000 205.530 71.040 0.000000 210.230 71.080 0.000000 214.700 71.140 0.000000 219.140 71.160 0.000000 223.610 71.200 0.000000 228.080 71.220 0.000000 232.520 71.260 0.000000 236.990 71.320 0.000000 241.460 71.310 0.000000 245.460 71.340 0.000000 248.870 71.310 0.000000 252.180 71.270 0.000000 255.510 71.220 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1006 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 259.160 71.160 0.000000 262.810 71.080 0.000000 267.720 70.830 0.000000 272.180 70.820 0.000000 276.650 70.820 0.000000 281.120 71.000 0.000000 285.590 71.130 0.000000 288.860 71.350 0.000000 292.110 71.470 0.000000 --------------------------------------------------------------------- Name: XA2310B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.310 0.000000 4.850 71.310 0.000000 9.700 71.310 0.000000 14.540 71.310 0.000000 19.390 71.310 0.000000 24.240 71.310 0.000000 33.440 71.310 0.000000 38.040 71.310 0.000000 46.650 71.310 0.000000 51.390 71.310 0.000000 56.170 71.310 0.000000 60.980 71.310 0.000000 65.830 71.310 0.000000 70.360 71.310 0.000000 79.430 71.310 0.000000 86.590 71.310 0.000000 90.180 71.310 0.000000 95.160 71.310 0.000000 106.410 71.310 0.000000 110.520 71.310 0.000000 114.630 71.310 0.000000 118.810 71.310 0.000000 124.740 71.310 0.000000 127.240 71.310 0.000000 129.770 71.310 0.000000 134.190 71.310 0.000000 146.310 71.310 0.000000 156.320 71.310 0.000000 158.890 71.310 0.000000 170.550 71.310 0.000000 178.310 71.310 0.000000 187.270 71.310 0.000000 191.770 71.310 0.000000 196.270 71.310 0.000000 201.890 71.310 0.000000 206.310 71.310 0.000000 210.770 71.350 0.000000 215.620 71.360 0.000000 220.470 71.310 0.000000 230.170 71.310 0.000000 235.010 71.310 0.000000 239.860 71.310 0.000000 244.710 71.310 0.000000 249.560 71.310 0.000000 259.220 71.310 0.000000 264.060 71.320 0.000000 268.910 71.310 0.000000 273.760 71.460 0.000000 293.150 71.540 0.000000 302.850 71.480 0.000000 317.390 71.570 0.000000 327.050 71.520 0.000000 331.900 71.520 0.000000 336.750 71.570 0.000000 341.590 71.720 0.000000 346.440 71.790 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1007 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 351.290 71.800 0.000000 --------------------------------------------------------------------- Name: XA2310C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 72.320 0.000000 3.420 72.300 0.000000 6.880 72.200 0.000000 10.300 72.060 0.000000 14.870 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0.000000 250.950 71.310 0.000000 253.490 71.310 0.000000 257.690 71.310 0.000000 260.980 71.310 0.000000 264.230 71.310 0.000000 268.770 71.310 0.000000 273.340 71.310 0.000000 277.910 71.310 0.000000 282.480 71.310 0.000000 287.060 71.310 0.000000 291.630 71.310 0.000000 296.170 71.310 0.000000 301.150 71.310 0.000000 311.110 71.310 0.000000 315.000 71.310 0.000000 318.620 71.310 0.000000 322.250 71.310 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1008 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 326.380 71.310 0.000000 334.650 71.310 0.000000 338.710 71.310 0.000000 --------------------------------------------------------------------- Name: XA2320A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.400 0.000000 8.310 69.420 0.000000 12.500 69.400 0.000000 25.760 69.280 0.000000 50.010 69.160 0.000000 57.390 68.950 0.000000 65.200 68.640 0.000000 69.060 68.390 0.000000 73.000 68.220 0.000000 77.030 68.120 0.000000 84.500 68.030 0.000000 87.520 68.060 0.000000 95.320 67.990 0.000000 103.710 68.020 0.000000 107.400 67.870 0.000000 111.430 67.800 0.000000 119.570 67.800 0.000000 126.960 67.880 0.000000 131.150 67.960 0.000000 138.620 67.950 0.000000 142.810 67.970 0.000000 151.790 67.940 0.000000 160.860 67.970 0.000000 169.920 67.870 0.000000 174.450 67.850 0.000000 178.730 67.930 0.000000 186.280 67.760 0.000000 198.200 67.600 0.000000 221.860 67.440 0.000000 230.250 67.290 0.000000 235.030 67.340 0.000000 242.500 67.290 0.000000 246.280 67.300 0.000000 248.880 67.350 0.000000 262.550 67.320 0.000000 265.580 67.270 0.000000 268.600 67.260 0.000000 274.890 67.410 0.000000 279.590 67.430 0.000000 287.980 67.380 0.000000 296.450 67.390 0.000000 304.260 67.320 0.000000 308.200 67.400 0.000000 312.060 67.440 0.000000 316.010 67.440 0.000000 319.860 67.510 0.000000 323.720 67.520 0.000000 327.670 67.600 0.000000 335.890 67.910 0.000000 340.170 68.140 0.000000 345.120 68.070 0.000000 348.810 68.210 0.000000 352.510 68.190 0.000000 359.050 68.050 0.000000 361.990 68.050 0.000000 366.940 68.180 0.000000 371.890 67.990 0.000000 376.840 68.050 0.000000 380.950 67.970 0.000000 389.760 68.050 0.000000 394.460 68.010 0.000000 413.340 67.490 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1009 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 418.040 67.460 0.000000 422.490 67.490 0.000000 426.680 67.460 0.000000 430.960 67.480 0.000000 434.230 67.540 0.000000 442.040 67.450 0.000000 446.490 67.340 0.000000 450.430 67.340 0.000000 454.290 67.270 0.000000 458.230 67.280 0.000000 462.090 67.250 0.000000 466.040 67.300 0.000000 469.900 67.280 0.000000 473.840 67.330 0.000000 477.700 67.300 0.000000 485.170 67.410 0.000000 489.780 67.530 0.000000 499.010 67.570 0.000000 503.380 67.560 0.000000 512.270 67.320 0.000000 516.720 67.660 0.000000 521.080 67.640 0.000000 525.530 67.490 0.000000 529.140 67.490 0.000000 532.660 67.390 0.000000 536.350 67.790 0.000000 540.130 68.220 0.000000 543.820 68.390 0.000000 546.420 68.210 0.000000 549.020 67.950 0.000000 552.720 67.850 0.000000 556.490 67.890 0.000000 560.180 68.010 0.000000 568.740 68.120 0.000000 572.600 68.120 0.000000 576.380 68.170 0.000000 584.350 68.370 0.000000 588.290 68.260 0.000000 592.570 68.050 0.000000 596.260 67.910 0.000000 599.960 67.710 0.000000 603.650 67.360 0.000000 606.250 67.480 0.000000 608.930 67.540 0.000000 617.330 67.480 0.000000 621.520 67.540 0.000000 625.210 67.810 0.000000 628.150 67.850 0.000000 631.170 67.750 0.000000 634.440 67.930 0.000000 639.140 67.740 0.000000 643.930 67.710 0.000000 650.300 67.750 0.000000 654.410 67.830 0.000000 658.610 67.830 0.000000 667.920 67.720 0.000000 672.540 67.730 0.000000 677.240 67.800 0.000000 681.850 67.970 0.000000 686.550 68.090 0.000000 694.610 68.100 0.000000 698.380 68.140 0.000000 711.220 68.330 0.000000 714.580 68.420 0.000000 718.520 68.340 0.000000 722.380 68.350 0.000000 726.830 68.250 0.000000 730.770 68.300 0.000000 742.440 68.170 0.000000 746.380 68.190 0.000000 750.240 68.290 0.000000 758.040 68.450 0.000000 765.760 68.550 0.000000 783.220 68.480 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1010 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 786.910 68.550 0.000000 790.680 68.590 0.000000 796.980 68.610 0.000000 799.580 68.640 0.000000 803.690 68.630 0.000000 807.800 68.570 0.000000 815.270 68.590 0.000000 819.130 68.660 0.000000 823.070 68.660 0.000000 826.930 68.740 0.000000 830.790 68.880 0.000000 834.820 69.070 0.000000 839.100 69.140 0.000000 --------------------------------------------------------------------- Name: XA2330B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.130 0.000000 8.040 50.190 0.000000 20.330 50.180 0.000000 25.090 50.120 0.000000 29.860 50.130 0.000000 34.620 50.090 0.000000 39.390 50.080 0.000000 44.170 50.100 0.000000 48.930 50.170 0.000000 53.700 50.070 0.000000 58.460 50.120 0.000000 62.940 50.230 0.000000 76.580 50.000 0.000000 85.930 49.930 0.000000 95.280 49.910 0.000000 102.940 50.010 0.000000 107.330 50.020 0.000000 --------------------------------------------------------------------- Name: XA2340B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.250 0.000000 7.890 51.200 0.000000 15.820 51.210 0.000000 20.080 51.120 0.000000 23.750 51.110 0.000000 27.990 51.050 0.000000 31.660 51.050 0.000000 35.470 51.020 0.000000 43.670 51.080 0.000000 52.170 50.960 0.000000 56.470 50.950 0.000000 60.780 50.980 0.000000 67.260 50.900 0.000000 70.940 50.830 0.000000 75.190 50.690 0.000000 78.860 50.630 0.000000 82.600 50.710 0.000000 86.660 50.860 0.000000 90.710 50.900 0.000000 94.460 51.080 0.000000 98.200 51.330 0.000000 102.220 51.340 0.000000 106.230 51.130 0.000000 110.230 50.850 0.000000 114.240 51.570 0.000000 119.220 52.170 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1011 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA2340C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.940 0.000000 4.180 51.950 0.000000 8.910 51.860 0.000000 13.530 51.700 0.000000 18.140 52.050 0.000000 21.620 52.120 0.000000 27.890 51.930 0.000000 33.150 51.880 0.000000 36.810 51.770 0.000000 40.490 51.720 0.000000 44.470 51.800 0.000000 48.290 51.800 0.000000 56.520 51.570 0.000000 60.310 51.400 0.000000 71.750 51.340 0.000000 75.520 51.300 0.000000 87.620 51.370 0.000000 93.910 51.360 0.000000 96.550 51.290 0.000000 103.890 51.200 0.000000 107.920 51.100 0.000000 112.310 51.140 0.000000 119.880 51.130 0.000000 123.700 51.100 0.000000 127.520 51.170 0.000000 135.770 51.040 0.000000 140.040 51.000 0.000000 147.480 50.860 0.000000 155.480 50.810 0.000000 162.800 50.990 0.000000 167.620 51.050 0.000000 170.850 51.060 0.000000 180.050 50.980 0.000000 187.710 51.000 0.000000 191.530 51.050 0.000000 195.330 51.010 0.000000 214.720 51.130 0.000000 227.340 51.250 0.000000 --------------------------------------------------------------------- Name: XA2350B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.700 0.000000 6.040 51.700 0.000000 8.600 51.700 0.000000 11.150 51.700 0.000000 38.650 51.700 0.000000 42.850 51.700 0.000000 47.060 51.940 0.000000 --------------------------------------------------------------------- Name: XA2350C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.700 0.000000 4.720 51.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1012 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 9.410 52.120 0.000000 14.130 53.560 0.000000 18.820 53.750 0.000000 23.530 53.500 0.000000 28.220 53.370 0.000000 31.900 53.090 0.000000 35.580 52.230 0.000000 39.260 51.700 0.000000 43.680 51.700 0.000000 48.110 51.700 0.000000 52.530 51.700 0.000000 56.950 51.700 0.000000 61.490 51.700 0.000000 66.030 51.700 0.000000 75.110 51.700 0.000000 79.890 51.700 0.000000 84.640 51.700 0.000000 89.420 51.700 0.000000 94.190 51.700 0.000000 98.970 51.700 0.000000 103.750 51.700 0.000000 113.280 51.700 0.000000 118.060 51.700 0.000000 122.830 51.700 0.000000 136.510 52.300 0.000000 144.910 51.700 0.000000 147.730 51.700 0.000000 150.550 51.700 0.000000 154.590 51.700 0.000000 158.650 51.700 0.000000 166.730 51.700 0.000000 171.440 51.700 0.000000 175.510 51.700 0.000000 179.580 51.700 0.000000 183.790 51.700 0.000000 191.000 51.700 0.000000 194.980 51.700 0.000000 199.310 51.700 0.000000 203.260 51.700 0.000000 207.350 51.700 0.000000 211.450 51.700 0.000000 214.650 51.700 0.000000 218.990 51.700 0.000000 227.360 51.700 0.000000 231.870 51.700 0.000000 235.010 51.700 0.000000 239.050 51.700 0.000000 243.470 51.700 0.000000 247.920 51.700 0.000000 255.580 51.700 0.000000 259.320 51.700 0.000000 263.410 51.700 0.000000 271.870 51.700 0.000000 280.300 51.700 0.000000 283.890 51.700 0.000000 292.140 51.700 0.000000 296.770 51.700 0.000000 --------------------------------------------------------------------- Name: XA2350D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.940 0.000000 4.140 51.720 0.000000 8.350 51.700 0.000000 12.740 51.700 0.000000 15.140 51.700 0.000000 67.930 51.700 0.000000 71.160 51.700 0.000000 74.400 51.730 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1013 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 78.280 51.700 0.000000 82.940 51.700 0.000000 87.600 51.700 0.000000 92.320 51.700 0.000000 99.690 51.700 0.000000 107.650 51.700 0.000000 111.790 51.700 0.000000 115.540 51.700 0.000000 119.360 51.810 0.000000 128.940 51.700 0.000000 133.790 51.700 0.000000 138.700 51.780 0.000000 151.190 51.720 0.000000 155.460 51.730 0.000000 171.050 52.130 0.000000 174.480 52.170 0.000000 178.490 52.300 0.000000 182.500 52.480 0.000000 186.580 52.710 0.000000 194.600 53.090 0.000000 199.580 53.190 0.000000 204.560 53.220 0.000000 207.800 53.410 0.000000 210.970 53.500 0.000000 215.880 53.600 0.000000 220.800 53.560 0.000000 225.720 53.440 0.000000 230.630 53.410 0.000000 235.490 53.450 0.000000 240.400 53.410 0.000000 244.410 53.330 0.000000 248.170 53.320 0.000000 251.850 53.320 0.000000 257.030 53.370 0.000000 266.930 53.540 0.000000 271.910 53.540 0.000000 279.150 53.460 0.000000 286.920 53.440 0.000000 291.640 53.460 0.000000 301.150 53.570 0.000000 305.870 53.570 0.000000 310.600 53.540 0.000000 315.320 53.560 0.000000 319.010 53.600 0.000000 337.380 53.590 0.000000 342.430 53.480 0.000000 347.210 53.460 0.000000 352.000 53.290 0.000000 356.850 53.310 0.000000 361.640 53.370 0.000000 366.430 53.470 0.000000 376.130 53.310 0.000000 384.740 53.290 0.000000 388.550 53.320 0.000000 391.200 53.400 0.000000 400.130 53.540 0.000000 407.440 53.590 0.000000 411.970 53.590 0.000000 416.500 53.520 0.000000 424.850 53.450 0.000000 433.710 53.440 0.000000 438.630 53.660 0.000000 443.610 54.120 0.000000 446.840 54.310 0.000000 457.450 54.610 0.000000 469.160 54.810 0.000000 510.950 55.300 0.000000 528.420 55.250 0.000000 535.930 55.170 0.000000 539.680 55.150 0.000000 545.500 55.250 0.000000 555.070 55.280 0.000000 562.380 55.340 0.000000 569.700 55.350 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1014 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 582.630 55.150 0.000000 591.950 55.150 0.000000 610.970 55.340 0.000000 620.930 55.470 0.000000 625.910 55.500 0.000000 630.830 55.510 0.000000 646.940 55.390 0.000000 --------------------------------------------------------------------- Name: XA2350E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.390 0.000000 20.530 55.260 0.000000 36.550 55.140 0.000000 44.240 55.060 0.000000 55.680 54.900 0.000000 64.450 54.700 0.000000 67.060 54.670 0.000000 73.420 54.690 0.000000 77.170 54.660 0.000000 84.790 54.450 0.000000 87.530 54.330 0.000000 97.120 54.090 0.000000 101.890 53.880 0.000000 104.880 53.840 0.000000 111.110 54.010 0.000000 114.350 53.920 0.000000 135.830 53.570 0.000000 145.430 53.310 0.000000 155.030 53.300 0.000000 158.780 53.230 0.000000 162.530 53.350 0.000000 166.470 53.710 0.000000 169.710 54.240 0.000000 174.160 55.020 0.000000 178.230 55.320 0.000000 181.850 55.540 0.000000 185.540 55.530 0.000000 188.460 56.260 0.000000 191.390 55.710 0.000000 196.220 55.540 0.000000 201.050 55.490 0.000000 215.480 55.510 0.000000 220.310 55.600 0.000000 224.000 56.070 0.000000 227.750 55.450 0.000000 232.700 55.640 0.000000 234.990 55.350 0.000000 238.040 55.890 0.000000 241.030 55.300 0.000000 245.990 55.010 0.000000 250.880 54.810 0.000000 255.840 54.700 0.000000 259.210 53.870 0.000000 262.580 52.880 0.000000 265.950 52.430 0.000000 270.840 52.240 0.000000 275.740 52.170 0.000000 280.630 52.180 0.000000 290.420 52.110 0.000000 295.310 52.120 0.000000 300.210 52.060 0.000000 305.100 51.870 0.000000 310.000 51.860 0.000000 313.680 52.300 0.000000 317.370 53.020 0.000000 321.060 53.670 0.000000 325.890 53.790 0.000000 330.650 53.470 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1015 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 335.420 53.210 0.000000 339.740 53.100 0.000000 344.070 53.070 0.000000 348.390 53.120 0.000000 352.710 53.210 0.000000 357.030 53.430 0.000000 361.800 53.960 0.000000 366.570 54.360 0.000000 370.570 54.510 0.000000 374.640 54.530 0.000000 378.640 54.380 0.000000 383.480 53.960 0.000000 388.370 53.870 0.000000 393.200 54.270 0.000000 402.930 54.160 0.000000 407.820 53.960 0.000000 412.650 53.830 0.000000 417.550 54.120 0.000000 422.440 54.050 0.000000 427.270 53.910 0.000000 432.160 54.060 0.000000 437.000 54.270 0.000000 441.060 54.550 0.000000 445.130 54.760 0.000000 447.800 54.720 0.000000 450.600 54.440 0.000000 455.240 53.570 0.000000 459.560 53.490 0.000000 462.170 53.240 0.000000 467.000 52.480 0.000000 471.320 52.250 0.000000 475.390 51.770 0.000000 479.770 51.700 0.000000 484.480 51.700 0.000000 488.670 51.700 0.000000 492.100 52.160 0.000000 495.540 52.670 0.000000 498.080 52.620 0.000000 520.710 52.240 0.000000 525.090 52.590 0.000000 529.480 52.850 0.000000 533.870 53.200 0.000000 538.250 53.930 0.000000 542.640 54.150 0.000000 545.500 54.140 0.000000 548.360 53.660 0.000000 552.110 53.480 0.000000 555.860 53.430 0.000000 560.310 53.040 0.000000 564.760 52.750 0.000000 569.210 52.700 0.000000 573.910 52.740 0.000000 578.680 53.090 0.000000 583.440 53.000 0.000000 588.150 53.220 0.000000 592.920 52.000 0.000000 597.680 51.700 0.000000 602.390 51.700 0.000000 607.150 51.700 0.000000 611.920 51.700 0.000000 616.620 52.660 0.000000 621.390 53.290 0.000000 626.160 53.260 0.000000 630.860 52.260 0.000000 --------------------------------------------------------------------- Name: XA2360B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.130 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1016 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 4.230 50.100 0.000000 7.580 49.980 0.000000 12.010 49.890 0.000000 16.090 49.680 0.000000 19.850 49.620 0.000000 23.570 49.600 0.000000 27.900 49.540 0.000000 36.350 49.570 0.000000 48.260 49.270 0.000000 55.790 49.220 0.000000 59.610 49.140 0.000000 63.380 49.000 0.000000 66.080 48.810 0.000000 68.720 48.650 0.000000 72.390 47.890 0.000000 76.050 47.100 0.000000 80.940 46.460 0.000000 84.960 46.230 0.000000 88.980 46.220 0.000000 96.310 46.430 0.000000 100.180 46.510 0.000000 104.050 46.490 0.000000 108.480 46.360 0.000000 112.300 46.310 0.000000 115.610 46.230 0.000000 119.930 46.230 0.000000 127.980 46.280 0.000000 134.440 46.260 0.000000 137.140 46.210 0.000000 142.080 46.200 0.000000 144.930 46.260 0.000000 147.780 46.290 0.000000 160.300 46.360 0.000000 162.850 46.350 0.000000 165.440 46.230 0.000000 169.110 46.220 0.000000 172.830 46.300 0.000000 176.490 46.440 0.000000 179.040 46.600 0.000000 185.300 46.540 0.000000 189.010 46.450 0.000000 192.680 46.320 0.000000 197.820 45.850 0.000000 201.490 45.910 0.000000 208.820 46.220 0.000000 214.010 46.330 0.000000 218.130 46.610 0.000000 222.310 46.860 0.000000 226.480 47.070 0.000000 229.430 47.110 0.000000 233.960 47.040 0.000000 238.240 47.120 0.000000 242.520 47.310 0.000000 246.840 47.590 0.000000 255.400 47.610 0.000000 259.670 47.640 0.000000 267.820 47.790 0.000000 278.910 48.100 0.000000 283.700 48.140 0.000000 291.390 48.130 0.000000 294.240 48.100 0.000000 297.900 48.110 0.000000 301.570 48.030 0.000000 309.920 47.740 0.000000 313.630 47.660 0.000000 322.030 47.520 0.000000 334.500 47.520 0.000000 338.120 47.490 0.000000 342.340 47.520 0.000000 351.400 47.620 0.000000 358.790 47.850 0.000000 362.450 47.990 0.000000 367.130 48.200 0.000000 371.360 48.460 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1017 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 379.250 49.080 0.000000 382.910 49.570 0.000000 386.580 50.120 0.000000 390.250 50.710 0.000000 393.500 51.030 0.000000 396.810 51.150 0.000000 400.480 51.080 0.000000 404.140 50.910 0.000000 407.860 50.640 0.000000 416.260 49.970 0.000000 419.970 49.820 0.000000 424.660 49.750 0.000000 428.320 49.840 0.000000 431.990 49.890 0.000000 438.250 49.910 0.000000 449.140 50.260 0.000000 456.170 50.650 0.000000 458.970 50.680 0.000000 463.860 50.890 0.000000 468.790 50.990 0.000000 473.730 50.690 0.000000 478.310 50.610 0.000000 482.540 50.720 0.000000 486.760 50.930 0.000000 491.450 50.890 0.000000 496.130 50.650 0.000000 500.860 50.770 0.000000 504.830 51.110 0.000000 509.060 51.250 0.000000 --------------------------------------------------------------------- Name: XA2360C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 48.870 0.000000 4.000 48.740 0.000000 8.040 48.750 0.000000 10.580 48.640 0.000000 17.190 47.920 0.000000 21.260 47.640 0.000000 29.010 47.480 0.000000 32.690 47.470 0.000000 37.060 47.570 0.000000 40.540 47.580 0.000000 44.070 47.550 0.000000 47.600 47.630 0.000000 53.580 47.700 0.000000 58.360 47.690 0.000000 72.720 47.500 0.000000 82.300 47.440 0.000000 96.660 47.530 0.000000 101.470 47.600 0.000000 106.250 47.620 0.000000 120.600 47.550 0.000000 134.960 47.570 0.000000 139.740 47.560 0.000000 154.130 47.810 0.000000 158.950 47.690 0.000000 163.790 47.730 0.000000 168.600 47.730 0.000000 173.450 47.680 0.000000 182.160 47.660 0.000000 186.530 47.730 0.000000 190.860 47.850 0.000000 195.780 47.820 0.000000 200.670 47.490 0.000000 205.590 47.260 0.000000 210.470 47.190 0.000000 215.390 47.080 0.000000 225.200 47.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1018 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 230.120 46.990 0.000000 239.920 46.560 0.000000 249.730 46.230 0.000000 259.540 46.310 0.000000 268.640 46.330 0.000000 277.710 46.440 0.000000 286.790 46.210 0.000000 290.570 46.370 0.000000 294.310 46.420 0.000000 298.100 46.460 0.000000 300.700 46.430 0.000000 303.350 46.440 0.000000 310.770 46.520 0.000000 314.480 46.600 0.000000 322.450 46.710 0.000000 330.270 46.850 0.000000 342.020 47.120 0.000000 350.030 47.240 0.000000 357.850 47.480 0.000000 367.250 47.930 0.000000 --------------------------------------------------------------------- Name: XA2370B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.170 0.000000 4.810 52.380 0.000000 15.880 52.220 0.000000 18.380 52.310 0.000000 20.920 52.210 0.000000 24.600 52.200 0.000000 31.990 52.220 0.000000 35.210 52.280 0.000000 38.480 52.120 0.000000 45.740 52.140 0.000000 49.330 52.120 0.000000 53.410 52.030 0.000000 57.500 52.010 0.000000 65.750 52.080 0.000000 69.880 51.930 0.000000 72.610 51.950 0.000000 75.330 51.930 0.000000 79.000 52.030 0.000000 82.680 52.020 0.000000 86.360 51.910 0.000000 88.900 52.000 0.000000 91.440 51.870 0.000000 95.610 51.930 0.000000 99.740 51.930 0.000000 103.920 51.800 0.000000 106.730 51.820 0.000000 109.540 51.800 0.000000 114.450 51.890 0.000000 119.300 51.690 0.000000 124.200 51.620 0.000000 126.970 51.650 0.000000 129.690 51.610 0.000000 133.370 51.610 0.000000 137.040 51.570 0.000000 140.720 51.480 0.000000 143.260 51.470 0.000000 145.800 51.430 0.000000 149.980 51.440 0.000000 154.110 51.400 0.000000 158.280 51.340 0.000000 162.680 51.240 0.000000 167.130 51.290 0.000000 171.620 51.300 0.000000 180.610 51.050 0.000000 189.590 50.980 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1019 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 193.360 51.000 0.000000 197.080 50.880 0.000000 204.930 50.770 0.000000 213.190 50.820 0.000000 217.320 50.770 0.000000 220.040 50.650 0.000000 226.440 50.580 0.000000 233.840 50.590 0.000000 236.330 50.630 0.000000 243.050 50.630 0.000000 251.350 50.590 0.000000 253.900 50.610 0.000000 267.460 50.440 0.000000 270.010 50.490 0.000000 272.500 50.470 0.000000 276.180 50.410 0.000000 283.530 50.210 0.000000 286.070 50.240 0.000000 303.630 50.050 0.000000 309.850 50.100 0.000000 313.520 50.040 0.000000 317.200 49.920 0.000000 319.740 49.950 0.000000 322.280 49.900 0.000000 325.960 49.980 0.000000 329.590 50.010 0.000000 333.260 49.890 0.000000 338.390 49.810 0.000000 342.520 49.790 0.000000 350.830 49.860 0.000000 356.410 49.660 0.000000 361.310 49.720 0.000000 366.210 49.830 0.000000 371.110 49.610 0.000000 377.010 49.570 0.000000 381.140 49.590 0.000000 385.270 49.550 0.000000 389.400 49.720 0.000000 393.530 50.090 0.000000 397.840 50.210 0.000000 414.080 50.170 0.000000 417.350 50.180 0.000000 423.660 50.230 0.000000 426.150 50.180 0.000000 433.600 50.170 0.000000 440.360 50.070 0.000000 445.980 50.030 0.000000 453.790 50.020 0.000000 --------------------------------------------------------------------- Name: XA2370C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.090 0.000000 5.000 50.100 0.000000 10.000 50.080 0.000000 20.000 49.900 0.000000 25.000 49.860 0.000000 30.000 49.860 0.000000 35.000 49.760 0.000000 --------------------------------------------------------------------- Name: XA2370D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.020 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1020 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 4.300 49.940 0.000000 8.600 49.930 0.000000 17.480 50.050 0.000000 29.290 49.970 0.000000 36.740 50.080 0.000000 43.970 50.050 0.000000 47.590 50.110 0.000000 50.180 50.120 0.000000 52.770 50.090 0.000000 --------------------------------------------------------------------- Name: XA2390B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.360 0.000000 3.430 58.890 0.000000 8.740 58.460 0.000000 13.650 58.290 0.000000 27.040 57.970 0.000000 30.640 57.960 0.000000 34.190 57.990 0.000000 37.730 57.950 0.000000 41.270 57.870 0.000000 44.310 57.910 0.000000 47.330 58.000 0.000000 50.870 57.870 0.000000 54.410 57.820 0.000000 57.960 57.820 0.000000 62.690 57.970 0.000000 66.720 57.920 0.000000 74.740 57.720 0.000000 79.470 57.850 0.000000 83.500 57.800 0.000000 91.540 57.670 0.000000 96.270 57.740 0.000000 100.280 57.700 0.000000 108.320 57.470 0.000000 113.050 57.490 0.000000 117.080 57.390 0.000000 125.100 57.260 0.000000 129.850 57.360 0.000000 133.860 57.480 0.000000 137.870 57.690 0.000000 141.880 57.850 0.000000 147.220 58.410 0.000000 153.190 57.580 0.000000 157.630 57.070 0.000000 161.530 56.800 0.000000 169.470 56.490 0.000000 173.440 56.440 0.000000 177.040 56.470 0.000000 183.040 56.670 0.000000 186.740 56.720 0.000000 194.680 56.770 0.000000 --------------------------------------------------------------------- Name: XA2390C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.770 0.000000 5.000 56.910 0.000000 10.000 57.340 0.000000 15.000 57.890 0.000000 --------------------------------------------------------------------- Name: XA2420B Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1021 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.320 0.000000 4.690 56.060 0.000000 11.750 55.620 0.000000 15.820 55.510 0.000000 27.960 55.280 0.000000 33.220 55.150 0.000000 37.040 55.100 0.000000 44.690 55.250 0.000000 51.940 55.320 0.000000 54.630 55.290 0.000000 57.320 55.380 0.000000 61.880 55.720 0.000000 70.990 55.780 0.000000 80.120 55.910 0.000000 84.980 55.950 0.000000 89.840 55.840 0.000000 94.680 55.870 0.000000 99.220 56.000 0.000000 103.750 56.100 0.000000 112.810 56.140 0.000000 117.350 56.280 0.000000 121.870 56.290 0.000000 126.410 56.420 0.000000 130.940 56.660 0.000000 135.460 56.740 0.000000 140.000 56.770 0.000000 --------------------------------------------------------------------- Name: XA2430B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.490 0.000000 9.140 60.070 0.000000 12.910 60.090 0.000000 16.670 60.180 0.000000 20.360 60.290 0.000000 24.290 60.440 0.000000 28.140 60.660 0.000000 32.230 60.930 0.000000 36.070 61.110 0.000000 44.410 61.960 0.000000 48.660 62.490 0.000000 51.950 62.930 0.000000 56.440 63.420 0.000000 60.920 63.580 0.000000 74.390 63.610 0.000000 81.530 63.560 0.000000 89.300 63.550 0.000000 101.010 63.630 0.000000 105.100 63.710 0.000000 108.780 63.740 0.000000 112.550 63.730 0.000000 117.440 63.650 0.000000 121.290 63.580 0.000000 129.380 63.460 0.000000 136.840 63.320 0.000000 148.780 63.360 0.000000 152.470 63.430 0.000000 155.920 63.400 0.000000 159.370 63.310 0.000000 164.100 63.280 0.000000 168.910 63.740 0.000000 171.870 63.780 0.000000 181.890 63.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1022 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 186.060 63.400 0.000000 190.470 63.340 0.000000 198.570 63.860 0.000000 202.650 63.780 0.000000 206.820 64.070 0.000000 215.720 64.300 0.000000 225.260 64.080 0.000000 234.880 64.260 0.000000 239.610 64.270 0.000000 244.420 64.250 0.000000 249.150 64.440 0.000000 253.880 64.380 0.000000 258.530 64.410 0.000000 263.180 64.330 0.000000 267.830 64.340 0.000000 272.480 64.250 0.000000 277.130 64.120 0.000000 281.620 64.100 0.000000 286.350 64.180 0.000000 302.060 64.280 0.000000 310.150 64.240 0.000000 315.040 64.190 0.000000 324.900 64.180 0.000000 331.560 64.130 0.000000 335.250 64.250 0.000000 338.850 64.430 0.000000 346.790 64.260 0.000000 351.200 64.370 0.000000 360.100 64.500 0.000000 368.910 64.410 0.000000 375.970 64.270 0.000000 380.620 64.250 0.000000 385.190 64.240 0.000000 388.880 64.270 0.000000 402.340 64.440 0.000000 406.830 64.340 0.000000 411.320 64.290 0.000000 419.980 64.260 0.000000 424.150 64.290 0.000000 436.650 64.490 0.000000 448.280 64.590 0.000000 451.000 64.610 0.000000 457.500 64.540 0.000000 461.260 64.540 0.000000 465.670 64.580 0.000000 473.050 64.610 0.000000 508.880 64.840 0.000000 512.730 64.870 0.000000 515.860 64.930 0.000000 525.310 64.970 0.000000 538.940 64.950 0.000000 543.030 65.080 0.000000 551.290 65.130 0.000000 553.930 65.120 0.000000 561.070 64.900 0.000000 569.240 64.910 0.000000 581.830 65.050 0.000000 584.240 65.050 0.000000 594.420 64.720 0.000000 598.580 64.720 0.000000 607.240 64.860 0.000000 610.450 64.850 0.000000 613.740 64.880 0.000000 618.550 64.970 0.000000 630.090 65.060 0.000000 640.590 65.010 0.000000 644.360 65.150 0.000000 647.970 65.190 0.000000 651.570 65.110 0.000000 656.220 65.210 0.000000 660.870 65.200 0.000000 666.400 65.260 0.000000 669.050 65.210 0.000000 671.610 65.230 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1023 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 679.150 65.220 0.000000 681.790 65.300 0.000000 684.520 65.360 0.000000 688.290 65.280 0.000000 692.060 65.250 0.000000 695.820 65.280 0.000000 699.590 65.380 0.000000 705.280 65.230 0.000000 708.250 65.240 0.000000 711.130 65.190 0.000000 720.670 65.270 0.000000 729.730 65.260 0.000000 737.990 65.300 0.000000 741.760 65.330 0.000000 745.530 65.410 0.000000 750.250 65.470 0.000000 753.380 65.530 0.000000 756.510 65.640 0.000000 759.310 65.680 0.000000 765.570 65.610 0.000000 769.980 65.640 0.000000 777.510 66.040 0.000000 783.920 66.030 0.000000 787.290 66.080 0.000000 792.020 66.280 0.000000 796.750 66.440 0.000000 801.640 66.550 0.000000 --------------------------------------------------------------------- Name: XA2430C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.940 0.000000 4.490 66.910 0.000000 19.550 66.960 0.000000 32.160 66.790 0.000000 40.490 66.730 0.000000 48.500 66.700 0.000000 56.940 66.740 0.000000 68.050 66.910 0.000000 72.110 66.920 0.000000 79.590 66.600 0.000000 87.180 66.580 0.000000 90.170 66.610 0.000000 92.730 66.600 0.000000 95.300 66.510 0.000000 99.780 66.280 0.000000 104.270 66.090 0.000000 108.760 65.980 0.000000 113.140 65.970 0.000000 119.980 66.080 0.000000 123.290 66.050 0.000000 134.290 66.020 0.000000 138.140 65.980 0.000000 141.880 66.020 0.000000 146.040 66.180 0.000000 150.000 66.220 0.000000 165.590 66.250 0.000000 174.250 66.230 0.000000 177.990 66.270 0.000000 182.580 66.380 0.000000 187.170 66.430 0.000000 191.560 66.350 0.000000 204.910 66.300 0.000000 217.300 66.340 0.000000 224.460 66.380 0.000000 234.930 66.380 0.000000 244.330 66.170 0.000000 251.170 66.080 0.000000 254.270 65.950 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1024 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 259.070 65.890 0.000000 268.580 65.850 0.000000 293.480 65.870 0.000000 317.940 65.790 0.000000 333.970 65.810 0.000000 341.660 65.870 0.000000 350.420 66.020 0.000000 354.160 66.110 0.000000 357.900 66.100 0.000000 361.960 66.010 0.000000 365.910 65.980 0.000000 392.940 65.980 0.000000 396.680 65.920 0.000000 400.420 65.830 0.000000 413.450 65.640 0.000000 425.100 65.420 0.000000 441.660 65.270 0.000000 445.400 65.250 0.000000 451.160 65.270 0.000000 458.640 65.220 0.000000 469.110 65.220 0.000000 473.070 65.250 0.000000 480.220 65.370 0.000000 484.820 65.420 0.000000 489.300 65.430 0.000000 498.280 65.370 0.000000 527.230 65.090 0.000000 546.780 64.970 0.000000 551.480 64.980 0.000000 562.810 64.820 0.000000 571.670 64.770 0.000000 579.150 64.740 0.000000 586.520 64.740 0.000000 602.120 64.830 0.000000 606.930 64.770 0.000000 611.840 64.580 0.000000 616.650 64.330 0.000000 621.570 64.130 0.000000 627.550 63.930 0.000000 631.290 63.860 0.000000 639.190 63.860 0.000000 646.350 63.810 0.000000 651.160 63.810 0.000000 658.640 63.670 0.000000 670.710 63.650 0.000000 675.730 63.550 0.000000 683.000 63.480 0.000000 690.900 63.350 0.000000 694.750 63.320 0.000000 698.590 63.250 0.000000 710.350 62.950 0.000000 714.190 62.910 0.000000 717.500 62.980 0.000000 721.780 63.290 0.000000 726.050 63.570 0.000000 730.750 63.770 0.000000 735.130 62.960 0.000000 739.620 62.420 0.000000 744.110 62.400 0.000000 748.590 62.480 0.000000 753.190 62.660 0.000000 757.890 62.670 0.000000 767.290 61.540 0.000000 771.990 61.590 0.000000 784.810 61.620 0.000000 804.470 61.600 0.000000 827.540 61.690 0.000000 864.400 61.630 0.000000 870.280 61.660 0.000000 874.020 61.750 0.000000 881.600 61.520 0.000000 885.340 61.520 0.000000 890.040 61.480 0.000000 896.880 61.470 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1025 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 900.410 61.510 0.000000 903.180 61.450 0.000000 917.390 61.440 0.000000 925.190 61.360 0.000000 929.040 61.250 0.000000 937.580 60.940 0.000000 945.920 60.740 0.000000 954.250 60.510 0.000000 958.420 60.440 0.000000 963.010 60.460 0.000000 967.180 60.370 0.000000 971.340 60.370 0.000000 975.620 60.440 0.000000 979.680 60.570 0.000000 984.060 60.550 0.000000 988.220 60.470 0.000000 1001.150 60.430 0.000000 1006.280 60.520 0.000000 1010.120 60.510 0.000000 1014.080 60.530 0.000000 1017.920 60.630 0.000000 1021.880 60.570 0.000000 1025.190 60.590 0.000000 1028.180 60.540 0.000000 1035.550 60.350 0.000000 1043.030 60.220 0.000000 1055.000 60.260 0.000000 1068.350 60.450 0.000000 --------------------------------------------------------------------- Name: XA2440B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.350 0.000000 4.450 60.020 0.000000 8.930 59.730 0.000000 17.370 59.280 0.000000 24.190 58.660 0.000000 28.100 58.350 0.000000 32.040 58.070 0.000000 35.970 57.930 0.000000 40.590 57.850 0.000000 45.210 57.880 0.000000 54.450 57.800 0.000000 57.590 57.850 0.000000 60.730 57.810 0.000000 67.800 57.800 0.000000 71.340 57.800 0.000000 76.200 57.820 0.000000 105.410 57.800 0.000000 120.020 57.800 0.000000 124.880 57.800 0.000000 134.610 57.800 0.000000 139.470 57.800 0.000000 149.200 57.800 0.000000 153.470 57.800 0.000000 157.750 57.800 0.000000 162.020 57.800 0.000000 165.540 57.800 0.000000 169.070 57.800 0.000000 172.590 57.800 0.000000 175.700 57.800 0.000000 182.600 57.800 0.000000 186.360 57.890 0.000000 --------------------------------------------------------------------- Name: XA2440C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1026 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.190 0.000000 4.000 60.310 0.000000 7.990 60.580 0.000000 11.990 60.660 0.000000 14.920 60.550 0.000000 17.830 60.160 0.000000 20.930 59.920 0.000000 24.000 59.760 0.000000 29.890 59.600 0.000000 32.710 59.490 0.000000 37.290 59.410 0.000000 46.660 59.380 0.000000 51.340 59.250 0.000000 56.050 59.090 0.000000 60.730 58.970 0.000000 65.410 58.920 0.000000 68.510 58.930 0.000000 74.210 59.030 0.000000 76.810 59.010 0.000000 81.710 58.940 0.000000 86.600 58.720 0.000000 90.650 58.780 0.000000 94.670 58.960 0.000000 102.640 59.380 0.000000 111.650 59.700 0.000000 114.080 59.610 0.000000 118.130 59.500 0.000000 130.800 59.290 0.000000 135.460 59.150 0.000000 140.100 58.950 0.000000 144.760 58.690 0.000000 149.390 58.480 0.000000 154.030 58.370 0.000000 158.680 58.410 0.000000 167.670 58.680 0.000000 176.260 58.600 0.000000 189.500 58.580 0.000000 194.180 58.620 0.000000 198.860 58.700 0.000000 212.130 59.000 0.000000 216.770 59.010 0.000000 220.650 58.950 0.000000 232.490 58.910 0.000000 236.490 58.990 0.000000 --------------------------------------------------------------------- Name: XA2440D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.990 0.000000 4.850 59.150 0.000000 9.670 59.270 0.000000 14.520 59.290 0.000000 29.040 59.230 0.000000 43.560 59.250 0.000000 58.090 59.250 0.000000 73.870 59.100 0.000000 85.270 58.890 0.000000 117.200 58.680 0.000000 126.310 58.600 0.000000 138.070 58.450 0.000000 141.660 58.430 0.000000 148.470 58.470 0.000000 152.920 58.460 0.000000 156.550 58.480 0.000000 165.090 58.590 0.000000 170.000 58.590 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1027 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 177.980 58.670 0.000000 181.700 58.680 0.000000 189.540 58.810 0.000000 193.470 58.940 0.000000 203.370 59.190 0.000000 208.020 59.270 0.000000 212.670 59.310 0.000000 217.360 59.300 0.000000 222.010 59.240 0.000000 226.660 59.130 0.000000 236.000 58.860 0.000000 240.650 58.760 0.000000 245.300 58.730 0.000000 249.960 58.640 0.000000 254.610 58.430 0.000000 259.190 58.460 0.000000 272.850 58.660 0.000000 277.400 58.570 0.000000 286.540 58.170 0.000000 291.130 58.040 0.000000 295.680 58.080 0.000000 300.270 58.310 0.000000 304.850 58.650 0.000000 313.990 59.500 0.000000 318.580 59.880 0.000000 323.160 60.170 0.000000 327.710 60.340 0.000000 332.300 60.350 0.000000 --------------------------------------------------------------------- Name: XA2440E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.240 0.000000 3.840 59.370 0.000000 7.710 59.500 0.000000 11.560 59.500 0.000000 15.430 59.230 0.000000 19.000 59.000 0.000000 22.590 59.010 0.000000 26.190 59.030 0.000000 30.970 58.990 0.000000 35.740 58.920 0.000000 40.550 58.950 0.000000 45.320 59.270 0.000000 50.130 59.850 0.000000 54.060 60.160 0.000000 57.980 60.070 0.000000 61.930 59.620 0.000000 66.680 59.220 0.000000 71.460 59.180 0.000000 76.240 59.310 0.000000 81.010 59.330 0.000000 85.790 59.340 0.000000 89.960 59.350 0.000000 94.140 59.340 0.000000 98.310 59.290 0.000000 102.780 59.250 0.000000 107.260 59.220 0.000000 111.730 59.190 0.000000 116.210 59.160 0.000000 120.680 59.160 0.000000 124.940 59.220 0.000000 129.190 59.200 0.000000 133.480 59.230 0.000000 137.730 59.230 0.000000 142.480 59.260 0.000000 147.260 59.270 0.000000 152.030 59.250 0.000000 156.780 59.290 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1028 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 161.560 59.330 0.000000 166.340 59.350 0.000000 171.090 59.170 0.000000 175.860 59.190 0.000000 180.640 59.200 0.000000 185.340 59.240 0.000000 190.060 59.280 0.000000 194.780 59.170 0.000000 199.500 59.130 0.000000 204.220 59.130 0.000000 208.950 59.190 0.000000 213.640 59.370 0.000000 216.910 59.520 0.000000 221.020 59.310 0.000000 225.140 59.250 0.000000 229.320 59.200 0.000000 233.520 59.230 0.000000 238.070 59.290 0.000000 242.630 59.400 0.000000 247.190 59.430 0.000000 251.740 59.510 0.000000 256.300 59.830 0.000000 260.860 60.030 0.000000 265.420 60.060 0.000000 269.970 60.170 0.000000 274.530 60.190 0.000000 --------------------------------------------------------------------- Name: XA2450B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.530 0.000000 3.000 62.690 0.000000 6.960 62.590 0.000000 10.910 62.440 0.000000 14.800 62.310 0.000000 22.560 62.420 0.000000 26.440 62.420 0.000000 30.630 62.370 0.000000 34.830 62.260 0.000000 46.880 62.120 0.000000 50.900 62.150 0.000000 55.450 62.300 0.000000 59.990 62.160 0.000000 69.100 62.380 0.000000 72.730 62.530 0.000000 76.370 62.460 0.000000 80.350 62.470 0.000000 83.870 62.360 0.000000 87.370 62.390 0.000000 92.140 62.290 0.000000 96.910 62.330 0.000000 106.430 62.340 0.000000 111.190 62.430 0.000000 115.960 62.460 0.000000 120.730 62.430 0.000000 130.250 62.500 0.000000 --------------------------------------------------------------------- Name: XA2450C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.500 0.000000 4.570 62.520 0.000000 9.130 62.560 0.000000 13.700 62.570 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1029 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 18.270 62.540 0.000000 22.850 62.590 0.000000 27.420 62.820 0.000000 31.990 62.510 0.000000 36.560 62.420 0.000000 41.120 62.440 0.000000 50.260 62.240 0.000000 54.460 62.220 0.000000 57.070 62.260 0.000000 63.960 62.220 0.000000 68.210 62.280 0.000000 72.400 62.270 0.000000 75.620 62.190 0.000000 79.570 62.130 0.000000 87.880 62.440 0.000000 91.450 62.420 0.000000 94.870 62.340 0.000000 101.200 62.480 0.000000 103.940 62.490 0.000000 107.710 62.470 0.000000 111.500 62.420 0.000000 115.280 62.330 0.000000 118.850 62.400 0.000000 122.420 62.300 0.000000 126.540 62.360 0.000000 129.530 62.350 0.000000 134.100 62.290 0.000000 143.240 62.290 0.000000 147.800 62.330 0.000000 152.390 62.480 0.000000 156.960 62.750 0.000000 161.520 62.820 0.000000 166.090 62.770 0.000000 --------------------------------------------------------------------- Name: XA2450D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.550 0.000000 4.250 66.520 0.000000 12.140 66.240 0.000000 16.280 66.140 0.000000 22.550 66.090 0.000000 25.480 66.100 0.000000 27.910 66.090 0.000000 31.960 66.050 0.000000 35.800 65.980 0.000000 42.880 66.010 0.000000 46.210 65.950 0.000000 49.250 65.940 0.000000 52.690 65.860 0.000000 64.320 65.980 0.000000 69.170 65.960 0.000000 74.020 65.880 0.000000 78.880 65.870 0.000000 84.840 66.020 0.000000 92.130 66.070 0.000000 97.080 65.940 0.000000 100.920 65.900 0.000000 105.170 65.930 0.000000 113.560 66.090 0.000000 117.810 66.090 0.000000 122.160 65.990 0.000000 127.120 65.960 0.000000 129.540 65.990 0.000000 133.690 66.110 0.000000 137.830 66.070 0.000000 151.080 65.850 0.000000 155.530 65.840 0.000000 158.770 65.800 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1030 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 162.210 65.840 0.000000 166.550 65.790 0.000000 174.040 65.750 0.000000 181.520 65.660 0.000000 190.320 65.600 0.000000 202.450 65.590 0.000000 210.650 65.530 0.000000 222.780 65.480 0.000000 228.140 65.440 0.000000 235.320 65.450 0.000000 240.280 65.430 0.000000 255.140 65.260 0.000000 258.880 65.290 0.000000 271.020 65.470 0.000000 275.160 65.340 0.000000 292.050 65.320 0.000000 296.300 65.270 0.000000 302.570 65.240 0.000000 307.630 65.260 0.000000 323.400 65.180 0.000000 334.420 65.200 0.000000 341.910 65.110 0.000000 356.570 65.290 0.000000 360.410 65.170 0.000000 364.960 65.080 0.000000 374.170 65.140 0.000000 392.570 65.040 0.000000 406.630 65.040 0.000000 415.120 64.970 0.000000 419.270 64.960 0.000000 423.410 64.970 0.000000 427.560 65.040 0.000000 435.250 64.850 0.000000 440.000 64.810 0.000000 451.020 64.880 0.000000 455.880 64.800 0.000000 475.190 64.690 0.000000 482.370 64.610 0.000000 489.050 64.640 0.000000 499.060 64.550 0.000000 505.630 64.580 0.000000 510.380 64.560 0.000000 516.750 64.470 0.000000 529.900 64.400 0.000000 534.450 64.280 0.000000 539.200 64.350 0.000000 543.960 64.370 0.000000 548.710 64.300 0.000000 553.460 64.390 0.000000 558.320 64.310 0.000000 563.170 64.350 0.000000 568.020 64.300 0.000000 572.880 64.310 0.000000 577.830 64.260 0.000000 582.590 64.350 0.000000 592.290 64.240 0.000000 595.630 64.240 0.000000 599.580 64.280 0.000000 605.950 64.170 0.000000 614.640 64.160 0.000000 621.720 64.110 0.000000 628.090 64.120 0.000000 630.820 64.080 0.000000 641.640 64.080 0.000000 650.750 63.980 0.000000 653.380 63.980 0.000000 655.900 64.030 0.000000 659.540 64.040 0.000000 665.910 63.980 0.000000 673.400 64.030 0.000000 678.660 64.110 0.000000 685.030 64.110 0.000000 697.260 64.060 0.000000 707.480 63.940 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1031 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 716.780 63.990 0.000000 723.460 63.910 0.000000 731.850 63.900 0.000000 736.800 63.930 0.000000 741.760 63.920 0.000000 746.820 63.880 0.000000 756.730 63.890 0.000000 760.670 63.810 0.000000 764.610 63.800 0.000000 768.560 63.840 0.000000 775.430 63.960 0.000000 782.510 63.940 0.000000 802.940 64.080 0.000000 806.780 64.060 0.000000 810.520 64.140 0.000000 817.910 64.460 0.000000 824.280 64.430 0.000000 827.310 64.380 0.000000 834.800 64.460 0.000000 838.940 64.530 0.000000 843.090 64.540 0.000000 846.320 64.390 0.000000 849.560 64.150 0.000000 855.830 63.840 0.000000 859.570 63.700 0.000000 870.900 63.380 0.000000 877.070 63.360 0.000000 888.700 63.410 0.000000 897.390 63.270 0.000000 901.840 63.550 0.000000 905.580 63.470 0.000000 909.220 63.350 0.000000 913.270 63.290 0.000000 917.210 63.090 0.000000 922.070 62.650 0.000000 926.920 62.360 0.000000 931.770 62.220 0.000000 936.630 62.350 0.000000 941.480 62.450 0.000000 946.240 62.690 0.000000 949.880 62.990 0.000000 953.520 62.740 0.000000 959.380 62.690 0.000000 964.240 62.460 0.000000 968.180 62.420 0.000000 972.020 62.400 0.000000 975.970 62.490 0.000000 979.910 62.510 0.000000 983.750 62.610 0.000000 987.600 62.430 0.000000 991.140 62.530 0.000000 994.570 62.410 0.000000 998.820 62.300 0.000000 1002.970 62.300 0.000000 1007.110 62.330 0.000000 1011.260 62.530 0.000000 --------------------------------------------------------------------- Name: XA2460B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.560 0.000000 4.180 59.320 0.000000 8.160 59.010 0.000000 12.000 58.350 0.000000 15.880 57.800 0.000000 19.140 57.220 0.000000 23.070 56.780 0.000000 27.050 56.410 0.000000 31.040 56.290 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1032 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.970 56.000 0.000000 38.570 55.880 0.000000 42.210 55.790 0.000000 45.850 55.760 0.000000 53.190 55.750 0.000000 55.950 55.780 0.000000 58.670 55.660 0.000000 63.580 55.730 0.000000 68.440 55.720 0.000000 73.340 55.570 0.000000 76.890 55.630 0.000000 80.430 55.530 0.000000 84.080 55.630 0.000000 87.720 55.640 0.000000 91.360 55.630 0.000000 100.060 55.530 0.000000 109.040 55.530 0.000000 133.230 55.340 0.000000 135.760 55.440 0.000000 138.330 55.380 0.000000 146.590 55.290 0.000000 150.760 55.280 0.000000 153.290 55.340 0.000000 155.820 55.200 0.000000 163.200 55.150 0.000000 166.840 55.160 0.000000 169.560 55.280 0.000000 172.280 55.140 0.000000 176.410 55.180 0.000000 184.670 55.100 0.000000 188.800 55.140 0.000000 192.880 55.110 0.000000 201.130 54.960 0.000000 205.310 54.930 0.000000 208.270 55.040 0.000000 211.240 54.920 0.000000 215.360 54.980 0.000000 219.440 54.950 0.000000 223.520 54.860 0.000000 227.650 54.830 0.000000 231.730 54.830 0.000000 236.690 54.730 0.000000 248.780 54.620 0.000000 256.160 54.710 0.000000 262.570 54.680 0.000000 265.290 54.540 0.000000 273.500 54.540 0.000000 277.630 54.490 0.000000 281.760 54.410 0.000000 286.520 54.470 0.000000 293.900 54.460 0.000000 309.880 54.320 0.000000 313.960 54.360 0.000000 316.730 54.480 0.000000 319.500 54.270 0.000000 331.980 54.160 0.000000 334.510 54.290 0.000000 337.080 54.180 0.000000 341.110 54.180 0.000000 349.180 54.280 0.000000 357.240 54.320 0.000000 361.900 54.200 0.000000 366.520 54.030 0.000000 376.380 54.130 0.000000 381.280 54.210 0.000000 384.830 54.080 0.000000 388.370 53.760 0.000000 391.920 53.340 0.000000 396.830 53.490 0.000000 401.730 53.720 0.000000 406.640 53.780 0.000000 410.670 53.190 0.000000 414.700 52.630 0.000000 422.370 52.900 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1033 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 426.360 52.550 0.000000 430.390 52.430 0.000000 434.660 53.260 0.000000 438.940 53.840 0.000000 443.210 54.190 0.000000 447.530 54.370 0.000000 451.810 54.440 0.000000 456.230 54.570 0.000000 460.700 54.730 0.000000 465.120 54.910 0.000000 469.780 55.140 0.000000 473.470 55.440 0.000000 477.160 55.800 0.000000 481.530 56.100 0.000000 485.710 56.200 0.000000 --------------------------------------------------------------------- Name: XA2470B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.310 0.000000 4.070 55.300 0.000000 8.540 56.200 0.000000 11.600 56.580 0.000000 19.720 56.540 0.000000 33.480 56.360 0.000000 53.860 56.200 0.000000 58.350 56.130 0.000000 65.650 56.130 0.000000 74.370 55.920 0.000000 79.510 55.890 0.000000 87.610 55.760 0.000000 92.230 55.710 0.000000 96.620 55.700 0.000000 109.810 55.590 0.000000 113.720 55.520 0.000000 117.410 55.500 0.000000 125.400 55.530 0.000000 132.650 55.470 0.000000 137.590 55.310 0.000000 144.170 54.920 0.000000 148.380 54.740 0.000000 153.000 54.840 0.000000 --------------------------------------------------------------------- Name: XA2480B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.840 0.000000 4.460 54.510 0.000000 8.180 54.260 0.000000 11.900 53.930 0.000000 15.890 53.530 0.000000 19.750 53.080 0.000000 23.560 52.530 0.000000 26.730 52.450 0.000000 383.550 52.450 0.000000 387.680 52.660 0.000000 391.770 52.720 0.000000 395.580 52.840 0.000000 403.760 52.850 0.000000 407.430 52.940 0.000000 414.830 53.010 0.000000 419.420 53.020 0.000000 424.020 52.980 0.000000 431.640 53.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1034 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 439.080 53.120 0.000000 443.400 53.250 0.000000 450.800 53.230 0.000000 455.160 53.300 0.000000 459.340 53.400 0.000000 --------------------------------------------------------------------- Name: XA2490B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.140 0.000000 13.500 62.140 0.000000 18.000 62.140 0.000000 27.000 62.140 0.000000 31.500 62.140 0.000000 36.000 62.140 0.000000 40.500 62.140 0.000000 45.000 62.140 0.000000 --------------------------------------------------------------------- Name: XA2490C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.140 0.000000 4.030 62.140 0.000000 8.100 62.140 0.000000 12.120 62.140 0.000000 16.400 62.140 0.000000 20.670 62.140 0.000000 25.280 62.140 0.000000 29.890 62.140 0.000000 34.460 62.140 0.000000 39.070 62.140 0.000000 43.640 62.140 0.000000 48.250 62.140 0.000000 52.870 62.140 0.000000 57.830 62.140 0.000000 60.570 62.140 0.000000 63.320 62.140 0.000000 69.950 62.140 0.000000 72.450 62.140 0.000000 75.010 62.140 0.000000 79.820 62.140 0.000000 84.240 62.140 0.000000 93.120 62.140 0.000000 97.590 62.140 0.000000 102.000 62.140 0.000000 106.420 62.140 0.000000 110.890 62.140 0.000000 115.550 62.140 0.000000 120.220 62.140 0.000000 124.930 62.140 0.000000 129.350 62.140 0.000000 138.230 62.140 0.000000 142.060 62.140 0.000000 145.890 62.140 0.000000 149.670 62.140 0.000000 153.500 62.140 0.000000 158.210 62.180 0.000000 162.970 62.530 0.000000 167.680 62.470 0.000000 172.450 62.140 0.000000 177.210 62.140 0.000000 181.920 62.140 0.000000 186.680 62.140 0.000000 191.390 62.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1035 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 201.110 62.140 0.000000 206.020 62.140 0.000000 210.980 62.140 0.000000 215.940 62.140 0.000000 220.900 62.140 0.000000 225.800 62.140 0.000000 230.760 62.140 0.000000 235.720 62.140 0.000000 240.680 62.140 0.000000 245.590 62.140 0.000000 250.550 62.140 0.000000 255.500 62.140 0.000000 260.460 62.140 0.000000 265.420 62.140 0.000000 269.980 62.140 0.000000 274.600 62.140 0.000000 279.210 62.140 0.000000 283.830 62.140 0.000000 288.440 62.140 0.000000 293.060 62.140 0.000000 297.670 62.140 0.000000 302.280 62.140 0.000000 306.950 62.140 0.000000 311.660 62.140 0.000000 316.320 62.140 0.000000 321.040 62.140 0.000000 330.360 62.360 0.000000 335.070 62.360 0.000000 339.740 62.140 0.000000 344.400 62.140 0.000000 349.110 62.140 0.000000 353.780 62.180 0.000000 357.660 62.570 0.000000 361.530 62.890 0.000000 365.410 62.670 0.000000 369.290 62.700 0.000000 373.170 62.290 0.000000 376.550 62.320 0.000000 379.940 62.310 0.000000 384.850 62.730 0.000000 392.950 62.770 0.000000 396.970 62.860 0.000000 401.540 62.910 0.000000 405.660 62.940 0.000000 409.740 62.930 0.000000 414.700 62.830 0.000000 422.550 62.810 0.000000 442.380 62.840 0.000000 450.240 62.900 0.000000 454.950 62.810 0.000000 459.810 62.650 0.000000 463.000 62.490 0.000000 467.320 62.190 0.000000 474.830 62.140 0.000000 482.880 62.140 0.000000 486.760 62.140 0.000000 490.880 62.140 0.000000 --------------------------------------------------------------------- Name: XA2490D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.140 0.000000 4.880 62.140 0.000000 9.750 62.140 0.000000 14.650 62.140 0.000000 19.530 62.140 0.000000 29.280 62.140 0.000000 34.180 62.140 0.000000 39.050 62.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1036 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 43.930 62.140 0.000000 48.800 62.140 0.000000 53.680 62.140 0.000000 63.460 62.140 0.000000 68.330 62.140 0.000000 73.210 62.140 0.000000 78.110 62.140 0.000000 82.980 62.140 0.000000 92.730 62.140 0.000000 97.630 62.140 0.000000 102.510 62.140 0.000000 112.260 62.140 0.000000 117.140 62.140 0.000000 122.040 62.140 0.000000 126.910 62.140 0.000000 131.790 62.140 0.000000 141.560 62.140 0.000000 146.440 62.140 0.000000 151.310 62.140 0.000000 156.190 62.140 0.000000 161.070 62.140 0.000000 170.840 62.140 0.000000 180.590 62.140 0.000000 195.050 62.140 0.000000 199.880 62.140 0.000000 204.690 62.140 0.000000 209.510 62.140 0.000000 214.700 62.140 0.000000 218.810 62.140 0.000000 222.640 62.140 0.000000 226.500 62.140 0.000000 230.020 62.140 0.000000 233.540 62.140 0.000000 237.840 62.140 0.000000 --------------------------------------------------------------------- Name: XA2500B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 61.230 0.000000 4.910 61.230 0.000000 9.810 61.230 0.000000 24.550 61.050 0.000000 34.360 60.990 0.000000 39.270 60.930 0.000000 44.170 60.950 0.000000 58.910 60.870 0.000000 63.820 60.830 0.000000 78.530 60.620 0.000000 83.440 60.600 0.000000 88.370 60.620 0.000000 93.270 60.560 0.000000 103.080 60.580 0.000000 107.990 60.510 0.000000 117.800 60.480 0.000000 122.730 60.410 0.000000 127.630 60.430 0.000000 132.540 60.520 0.000000 137.450 60.340 0.000000 142.350 60.390 0.000000 146.590 60.360 0.000000 150.820 60.380 0.000000 159.310 60.250 0.000000 163.550 60.220 0.000000 167.780 60.130 0.000000 171.210 60.080 0.000000 178.010 60.060 0.000000 182.750 59.930 0.000000 187.190 59.890 0.000000 192.100 59.910 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1037 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 201.930 59.850 0.000000 206.840 59.900 0.000000 211.740 59.840 0.000000 216.650 59.720 0.000000 221.580 59.720 0.000000 231.390 59.750 0.000000 --------------------------------------------------------------------- Name: XA2510B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 67.010 0.000000 45.850 66.930 0.000000 78.600 66.950 0.000000 92.380 66.930 0.000000 97.170 66.890 0.000000 105.350 66.720 0.000000 114.200 66.620 0.000000 118.780 66.600 0.000000 131.850 66.610 0.000000 138.250 66.560 0.000000 144.380 66.580 0.000000 148.990 66.780 0.000000 153.570 66.690 0.000000 158.180 66.420 0.000000 162.790 66.220 0.000000 167.400 66.060 0.000000 182.770 65.670 0.000000 187.010 65.520 0.000000 190.470 65.380 0.000000 198.760 65.410 0.000000 202.520 65.270 0.000000 206.300 65.290 0.000000 221.130 65.570 0.000000 225.790 65.680 0.000000 230.420 65.610 0.000000 --------------------------------------------------------------------- Name: XA2530B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.330 0.000000 2.670 69.290 0.000000 5.330 69.070 0.000000 9.050 68.840 0.000000 12.780 68.790 0.000000 48.960 69.820 0.000000 61.140 70.190 0.000000 74.950 70.530 0.000000 --------------------------------------------------------------------- Name: XA2540B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.330 0.000000 4.640 69.540 0.000000 9.270 69.540 0.000000 13.910 69.240 0.000000 18.550 69.140 0.000000 23.180 69.100 0.000000 27.820 68.960 0.000000 32.460 68.650 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1038 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.100 68.500 0.000000 41.730 68.650 0.000000 46.390 68.950 0.000000 51.030 69.190 0.000000 55.410 69.380 0.000000 59.820 69.470 0.000000 64.460 69.430 0.000000 69.120 69.600 0.000000 76.270 70.100 0.000000 78.800 70.180 0.000000 86.820 70.240 0.000000 90.820 70.300 0.000000 104.000 70.370 0.000000 111.700 70.260 0.000000 120.400 70.070 0.000000 124.760 70.020 0.000000 129.100 70.010 0.000000 140.550 70.110 0.000000 149.680 70.100 0.000000 165.790 70.180 0.000000 181.960 70.370 0.000000 186.620 70.390 0.000000 191.300 70.460 0.000000 195.960 70.620 0.000000 200.640 70.500 0.000000 205.300 70.310 0.000000 209.990 70.220 0.000000 214.370 70.240 0.000000 220.520 70.320 0.000000 224.380 70.340 0.000000 228.420 70.440 0.000000 --------------------------------------------------------------------- Name: XA2540D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.000 0.000000 9.400 68.900 0.000000 18.800 68.800 0.000000 24.900 68.700 0.000000 31.100 68.700 0.000000 41.400 68.600 0.000000 51.700 68.900 0.000000 59.900 68.900 0.000000 68.200 68.800 0.000000 76.400 68.900 0.000000 82.600 71.800 0.000000 88.900 75.800 0.000000 97.600 80.200 0.000000 106.300 81.800 0.000000 115.000 81.100 0.000000 123.700 80.000 0.000000 132.400 76.300 0.000000 142.200 75.700 0.000000 152.000 78.000 0.000000 161.800 79.300 0.000000 171.600 79.400 0.000000 181.300 79.400 0.000000 191.100 79.400 0.000000 200.900 79.400 0.000000 210.700 80.100 0.000000 220.500 83.600 0.000000 230.300 79.900 0.000000 240.000 79.900 0.000000 247.400 80.800 0.000000 254.600 81.800 0.000000 262.000 82.900 0.000000 269.600 84.800 0.000000 275.800 84.700 0.000000 282.000 84.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1039 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 292.100 84.500 0.000000 302.200 84.300 0.000000 312.200 84.100 0.000000 322.300 83.700 0.000000 332.400 83.400 0.000000 342.500 83.300 0.000000 352.500 83.300 0.000000 362.600 83.400 0.000000 372.700 83.400 0.000000 382.800 83.400 0.000000 390.000 83.400 0.000000 397.400 83.500 0.000000 404.700 83.500 0.000000 412.800 83.600 0.000000 420.900 83.600 0.000000 430.100 83.700 0.000000 439.400 83.800 0.000000 448.600 83.700 0.000000 457.700 82.000 0.000000 467.000 79.100 0.000000 476.200 75.900 0.000000 485.400 73.200 0.000000 494.300 72.400 0.000000 503.200 71.200 0.000000 512.100 70.100 0.000000 --------------------------------------------------------------------- Name: XA2540F Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.770 0.000000 3.990 69.750 0.000000 8.360 69.700 0.000000 12.750 69.730 0.000000 16.830 69.810 0.000000 20.920 69.860 0.000000 25.000 69.860 0.000000 29.100 69.860 0.000000 34.050 70.000 0.000000 39.020 70.100 0.000000 43.970 70.200 0.000000 48.920 70.210 0.000000 53.890 70.250 0.000000 58.840 70.140 0.000000 63.810 69.880 0.000000 68.760 69.980 0.000000 73.720 69.990 0.000000 78.690 69.990 0.000000 83.640 70.060 0.000000 88.050 70.150 0.000000 92.460 70.260 0.000000 96.890 70.200 0.000000 101.300 69.990 0.000000 105.810 69.970 0.000000 110.320 69.940 0.000000 114.820 69.890 0.000000 119.330 69.790 0.000000 124.260 69.840 0.000000 129.170 69.890 0.000000 134.080 69.880 0.000000 139.010 69.860 0.000000 143.920 69.930 0.000000 148.820 69.970 0.000000 153.590 69.770 0.000000 158.370 69.480 0.000000 163.130 69.250 0.000000 167.900 69.120 0.000000 172.680 69.100 0.000000 175.490 69.120 0.000000 178.300 69.150 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1040 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 183.120 69.200 0.000000 188.090 69.220 0.000000 193.090 69.240 0.000000 198.060 69.260 0.000000 203.030 69.320 0.000000 208.000 69.440 0.000000 --------------------------------------------------------------------- Name: XA2550B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.360 0.000000 3.920 69.350 0.000000 16.680 69.400 0.000000 23.520 69.460 0.000000 28.390 69.430 0.000000 38.170 69.430 0.000000 43.080 69.390 0.000000 47.960 69.380 0.000000 52.860 69.440 0.000000 57.860 69.400 0.000000 62.850 69.410 0.000000 67.820 69.370 0.000000 72.810 69.420 0.000000 77.810 69.430 0.000000 87.800 69.490 0.000000 92.760 69.460 0.000000 102.750 69.470 0.000000 112.740 69.430 0.000000 127.690 69.510 0.000000 142.650 69.480 0.000000 162.600 69.510 0.000000 172.590 69.480 0.000000 182.580 69.510 0.000000 192.540 69.440 0.000000 202.530 69.500 0.000000 227.470 69.530 0.000000 237.430 69.620 0.000000 242.430 69.650 0.000000 257.410 69.670 0.000000 267.370 69.720 0.000000 272.370 69.730 0.000000 282.360 69.680 0.000000 292.320 69.680 0.000000 297.310 69.650 0.000000 --------------------------------------------------------------------- Name: XA2560B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.360 0.000000 9.090 69.210 0.000000 13.650 69.250 0.000000 19.760 69.260 0.000000 29.330 69.210 0.000000 37.020 69.210 0.000000 41.680 69.260 0.000000 46.330 69.410 0.000000 50.110 69.480 0.000000 53.620 69.600 0.000000 57.690 69.640 0.000000 69.360 69.870 0.000000 81.230 69.960 0.000000 86.170 70.180 0.000000 91.090 70.500 0.000000 96.030 70.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1041 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA2560C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.390 0.000000 11.760 69.370 0.000000 19.670 69.430 0.000000 23.460 69.420 0.000000 28.240 69.370 0.000000 33.030 69.480 0.000000 42.610 69.440 0.000000 56.960 69.470 0.000000 61.740 69.420 0.000000 71.320 69.390 0.000000 85.690 69.300 0.000000 95.630 69.270 0.000000 115.540 69.140 0.000000 120.530 69.130 0.000000 130.490 69.170 0.000000 135.470 69.240 0.000000 144.600 69.210 0.000000 148.770 69.300 0.000000 157.250 69.350 0.000000 166.490 69.350 0.000000 176.270 69.390 0.000000 181.160 69.360 0.000000 --------------------------------------------------------------------- Name: XA2570B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.390 0.000000 4.450 69.380 0.000000 8.910 69.390 0.000000 17.810 69.450 0.000000 22.810 69.530 0.000000 33.540 69.520 0.000000 39.780 69.570 0.000000 43.700 69.550 0.000000 47.630 69.580 0.000000 --------------------------------------------------------------------- Name: XA2570C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.660 0.000000 4.640 69.670 0.000000 9.210 69.670 0.000000 13.850 69.630 0.000000 18.490 69.630 0.000000 23.050 69.630 0.000000 27.690 69.610 0.000000 32.260 69.590 0.000000 36.900 69.580 0.000000 41.540 69.590 0.000000 45.800 69.580 0.000000 50.050 69.570 0.000000 54.310 69.560 0.000000 58.410 69.540 0.000000 62.510 69.550 0.000000 65.760 69.550 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1042 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 69.080 69.560 0.000000 73.100 69.590 0.000000 77.130 69.670 0.000000 81.150 69.700 0.000000 85.400 69.730 0.000000 89.740 69.770 0.000000 92.600 69.730 0.000000 95.460 69.620 0.000000 99.560 69.520 0.000000 103.660 69.500 0.000000 107.760 69.510 0.000000 111.860 69.480 0.000000 116.500 69.460 0.000000 121.140 69.470 0.000000 125.940 69.460 0.000000 130.740 69.430 0.000000 135.530 69.410 0.000000 140.100 69.430 0.000000 144.740 69.430 0.000000 149.300 69.390 0.000000 153.870 69.400 0.000000 158.430 69.400 0.000000 162.380 69.390 0.000000 166.320 69.400 0.000000 170.270 69.370 0.000000 174.210 69.290 0.000000 178.540 69.310 0.000000 182.950 69.370 0.000000 187.290 69.340 0.000000 191.700 69.320 0.000000 196.110 69.350 0.000000 200.590 69.380 0.000000 205.080 69.400 0.000000 209.490 69.440 0.000000 213.670 69.420 0.000000 217.840 69.380 0.000000 222.020 69.390 0.000000 225.660 69.420 0.000000 229.370 69.430 0.000000 233.010 69.390 0.000000 237.490 69.380 0.000000 241.980 69.410 0.000000 246.390 69.410 0.000000 250.880 69.450 0.000000 254.900 69.410 0.000000 258.920 69.430 0.000000 262.940 69.460 0.000000 266.970 69.440 0.000000 271.920 69.420 0.000000 276.870 69.440 0.000000 281.740 69.420 0.000000 286.690 69.470 0.000000 291.640 69.390 0.000000 296.590 69.430 0.000000 301.550 69.340 0.000000 306.570 69.350 0.000000 311.520 69.340 0.000000 316.010 69.340 0.000000 320.500 69.370 0.000000 325.140 69.320 0.000000 329.860 69.350 0.000000 334.500 69.370 0.000000 339.140 69.280 0.000000 343.860 69.300 0.000000 348.040 69.310 0.000000 352.220 69.320 0.000000 356.390 69.280 0.000000 360.800 69.320 0.000000 365.130 69.300 0.000000 369.540 69.280 0.000000 373.950 69.330 0.000000 378.360 69.370 0.000000 382.700 69.330 0.000000 386.640 69.460 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1043 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 390.510 69.470 0.000000 394.450 69.460 0.000000 397.860 69.510 0.000000 401.340 69.570 0.000000 404.740 69.580 0.000000 409.690 69.520 0.000000 414.720 69.460 0.000000 419.670 69.470 0.000000 424.620 69.490 0.000000 429.570 69.520 0.000000 434.600 69.510 0.000000 439.550 69.410 0.000000 444.500 69.410 0.000000 449.530 69.450 0.000000 454.480 69.400 0.000000 459.440 69.410 0.000000 464.390 69.460 0.000000 469.410 69.450 0.000000 474.370 69.450 0.000000 479.320 69.490 0.000000 484.340 69.530 0.000000 488.440 69.430 0.000000 492.620 69.470 0.000000 496.720 69.450 0.000000 500.900 69.480 0.000000 505.700 69.510 0.000000 510.570 69.440 0.000000 514.130 69.370 0.000000 517.690 69.470 0.000000 521.250 69.460 0.000000 525.960 69.440 0.000000 530.610 69.440 0.000000 535.320 69.470 0.000000 540.040 69.570 0.000000 544.220 69.570 0.000000 548.480 69.490 0.000000 552.650 69.530 0.000000 556.910 69.520 0.000000 561.550 69.470 0.000000 566.270 69.450 0.000000 570.910 69.480 0.000000 575.630 69.480 0.000000 580.270 69.460 0.000000 584.990 69.480 0.000000 589.630 69.480 0.000000 594.350 69.410 0.000000 598.990 69.480 0.000000 603.710 69.460 0.000000 608.350 69.380 0.000000 611.760 69.380 0.000000 615.080 69.450 0.000000 618.490 69.440 0.000000 623.200 69.450 0.000000 628.000 69.430 0.000000 632.720 69.440 0.000000 637.670 69.440 0.000000 642.620 69.410 0.000000 647.570 69.420 0.000000 652.520 69.440 0.000000 657.470 69.440 0.000000 662.430 69.440 0.000000 667.380 69.430 0.000000 672.330 69.410 0.000000 677.280 69.400 0.000000 682.230 69.400 0.000000 687.180 69.380 0.000000 692.050 69.450 0.000000 697.000 69.430 0.000000 701.960 69.400 0.000000 706.910 69.460 0.000000 711.860 69.420 0.000000 716.810 69.390 0.000000 720.910 69.430 0.000000 724.930 69.420 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1044 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 729.030 69.390 0.000000 733.050 69.410 0.000000 737.150 69.440 0.000000 741.640 69.400 0.000000 746.210 69.420 0.000000 750.770 69.420 0.000000 755.330 69.430 0.000000 759.900 69.420 0.000000 764.460 69.400 0.000000 769.030 69.390 0.000000 773.590 69.390 0.000000 --------------------------------------------------------------------- Name: XA2570D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.820 0.000000 5.000 69.640 0.000000 10.010 69.570 0.000000 14.990 69.580 0.000000 20.000 69.690 0.000000 25.000 69.840 0.000000 30.010 69.940 0.000000 34.990 69.980 0.000000 40.000 69.990 0.000000 45.000 70.010 0.000000 50.000 70.150 0.000000 55.010 70.340 0.000000 59.990 70.420 0.000000 65.000 70.380 0.000000 70.000 70.300 0.000000 75.010 70.230 0.000000 79.990 70.180 0.000000 85.000 70.230 0.000000 90.000 70.270 0.000000 95.000 70.270 0.000000 100.010 70.270 0.000000 104.990 70.260 0.000000 110.000 70.170 0.000000 115.000 70.100 0.000000 120.010 70.100 0.000000 124.990 70.080 0.000000 130.000 70.080 0.000000 135.000 70.070 0.000000 140.000 70.080 0.000000 145.010 69.970 0.000000 149.990 69.890 0.000000 155.000 69.990 0.000000 160.000 70.120 0.000000 165.010 70.190 0.000000 169.990 70.250 0.000000 175.000 70.330 0.000000 180.000 70.440 0.000000 --------------------------------------------------------------------- Name: XA2580B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.820 0.000000 4.940 69.700 0.000000 9.880 69.700 0.000000 14.820 69.700 0.000000 19.770 69.700 0.000000 24.710 69.700 0.000000 29.650 69.700 0.000000 34.590 69.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1045 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 39.530 69.700 0.000000 44.470 69.700 0.000000 49.410 69.700 0.000000 54.360 69.700 0.000000 59.350 69.700 0.000000 69.230 69.700 0.000000 74.180 69.700 0.000000 79.120 69.700 0.000000 89.000 69.700 0.000000 98.880 69.700 0.000000 103.820 69.700 0.000000 108.770 69.700 0.000000 113.710 69.700 0.000000 123.590 69.700 0.000000 133.470 69.700 0.000000 138.410 69.700 0.000000 143.360 69.700 0.000000 148.300 69.700 0.000000 153.240 69.700 0.000000 158.180 69.700 0.000000 163.120 69.700 0.000000 173.000 69.700 0.000000 178.000 69.700 0.000000 182.940 69.700 0.000000 187.880 69.700 0.000000 192.820 69.700 0.000000 197.760 69.700 0.000000 202.710 69.700 0.000000 207.650 69.700 0.000000 212.590 69.700 0.000000 217.530 69.700 0.000000 222.470 69.700 0.000000 227.410 69.700 0.000000 232.350 69.700 0.000000 237.350 69.700 0.000000 242.290 69.700 0.000000 247.290 69.700 0.000000 252.230 69.700 0.000000 257.220 69.700 0.000000 262.220 69.700 0.000000 272.150 69.700 0.000000 277.090 69.700 0.000000 282.090 69.700 0.000000 287.080 69.700 0.000000 292.020 69.700 0.000000 297.020 69.700 0.000000 301.960 69.700 0.000000 306.960 69.700 0.000000 311.950 69.700 0.000000 316.890 69.700 0.000000 321.140 69.700 0.000000 325.390 69.700 0.000000 329.640 69.700 0.000000 333.890 69.700 0.000000 338.140 69.700 0.000000 345.690 69.700 0.000000 349.890 69.700 0.000000 354.080 69.700 0.000000 358.280 69.700 0.000000 362.480 69.700 0.000000 366.680 69.700 0.000000 371.410 69.700 0.000000 380.920 69.700 0.000000 385.700 69.700 0.000000 395.210 69.700 0.000000 399.990 69.700 0.000000 404.720 69.700 0.000000 409.500 69.700 0.000000 414.230 69.700 0.000000 419.010 69.700 0.000000 423.740 69.700 0.000000 428.530 69.780 0.000000 433.310 69.990 0.000000 438.040 69.830 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1046 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 442.820 69.700 0.000000 447.550 69.700 0.000000 452.330 69.700 0.000000 456.630 69.700 0.000000 460.880 69.700 0.000000 465.190 69.700 0.000000 478.050 69.700 0.000000 482.350 69.700 0.000000 487.240 69.700 0.000000 492.130 69.700 0.000000 497.070 69.700 0.000000 501.960 69.770 0.000000 511.730 70.360 0.000000 516.620 70.500 0.000000 521.560 70.620 0.000000 526.450 70.620 0.000000 531.340 70.460 0.000000 --------------------------------------------------------------------- Name: XA2580C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.950 0.000000 4.800 69.810 0.000000 9.580 69.900 0.000000 14.380 70.160 0.000000 19.170 70.160 0.000000 23.950 70.050 0.000000 28.750 69.940 0.000000 33.550 69.890 0.000000 38.330 69.980 0.000000 43.130 70.000 0.000000 47.920 70.010 0.000000 52.700 70.030 0.000000 57.500 69.980 0.000000 62.300 70.090 0.000000 67.080 69.830 0.000000 71.880 70.140 0.000000 76.670 69.770 0.000000 81.450 69.570 0.000000 86.250 69.370 0.000000 91.050 69.520 0.000000 95.830 69.740 0.000000 100.630 69.850 0.000000 105.420 69.820 0.000000 110.200 69.870 0.000000 115.000 69.820 0.000000 --------------------------------------------------------------------- Name: XA2590B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 64.150 0.000000 5.000 64.080 0.000000 9.990 64.050 0.000000 29.900 64.010 0.000000 39.890 64.090 0.000000 44.890 64.070 0.000000 54.810 64.090 0.000000 59.800 64.130 0.000000 64.800 64.210 0.000000 69.790 64.180 0.000000 84.710 64.020 0.000000 94.700 63.950 0.000000 109.680 63.940 0.000000 129.590 63.830 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1047 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 139.580 63.880 0.000000 144.510 63.850 0.000000 154.500 63.850 0.000000 164.490 63.640 0.000000 169.480 63.630 0.000000 174.480 63.700 0.000000 179.400 63.670 0.000000 184.400 63.610 0.000000 194.390 63.600 0.000000 199.380 63.540 0.000000 204.380 63.540 0.000000 209.300 63.490 0.000000 214.300 63.390 0.000000 224.290 63.280 0.000000 229.280 63.170 0.000000 234.280 63.090 0.000000 244.200 63.060 0.000000 249.190 62.980 0.000000 254.190 62.950 0.000000 269.170 62.750 0.000000 279.090 62.710 0.000000 284.090 62.560 0.000000 304.070 62.380 0.000000 308.990 62.270 0.000000 323.980 62.170 0.000000 338.890 62.160 0.000000 343.890 62.110 0.000000 348.880 61.980 0.000000 358.870 61.490 0.000000 368.870 60.860 0.000000 373.790 60.710 0.000000 378.780 60.670 0.000000 383.780 60.700 0.000000 393.770 60.480 0.000000 398.770 60.600 0.000000 403.690 60.650 0.000000 443.440 60.950 0.000000 458.280 61.030 0.000000 478.050 61.050 0.000000 502.020 61.030 0.000000 524.080 60.990 0.000000 533.990 60.990 0.000000 538.920 60.870 0.000000 543.910 60.660 0.000000 548.840 60.390 0.000000 553.830 60.010 0.000000 558.760 59.800 0.000000 568.680 59.590 0.000000 573.670 59.560 0.000000 578.590 59.640 0.000000 583.520 59.620 0.000000 593.440 59.440 0.000000 603.360 59.370 0.000000 608.350 59.240 0.000000 613.210 59.060 0.000000 617.340 59.060 0.000000 626.050 59.140 0.000000 635.110 59.070 0.000000 639.680 59.130 0.000000 648.810 59.320 0.000000 653.380 59.480 0.000000 657.950 59.790 0.000000 662.520 59.880 0.000000 667.080 59.890 0.000000 671.650 59.870 0.000000 675.290 59.770 0.000000 679.000 59.540 0.000000 681.930 59.300 0.000000 684.920 59.010 0.000000 689.700 58.940 0.000000 694.490 59.150 0.000000 699.270 59.280 0.000000 704.050 59.470 0.000000 708.830 59.720 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1048 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 713.610 59.750 0.000000 --------------------------------------------------------------------- Name: XA2590C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 63.080 0.000000 4.130 63.050 0.000000 8.160 62.910 0.000000 12.290 62.850 0.000000 16.320 62.840 0.000000 49.060 63.010 0.000000 63.040 63.010 0.000000 89.300 63.210 0.000000 98.490 63.210 0.000000 104.500 63.250 0.000000 135.360 63.110 0.000000 144.270 63.090 0.000000 147.740 63.090 0.000000 154.210 63.160 0.000000 159.370 63.190 0.000000 163.030 63.150 0.000000 166.690 63.060 0.000000 172.500 63.030 0.000000 176.160 63.040 0.000000 183.480 62.980 0.000000 208.150 63.380 0.000000 229.720 63.510 0.000000 237.790 63.620 0.000000 245.580 63.860 0.000000 249.610 64.110 0.000000 253.640 64.390 0.000000 257.680 64.630 0.000000 261.710 64.780 0.000000 265.650 64.840 0.000000 274.370 64.890 0.000000 279.060 64.850 0.000000 283.850 64.840 0.000000 288.630 64.900 0.000000 292.010 64.910 0.000000 296.420 64.880 0.000000 299.790 64.800 0.000000 308.240 64.470 0.000000 311.800 64.430 0.000000 315.460 64.520 0.000000 319.960 64.440 0.000000 324.560 64.520 0.000000 333.660 65.130 0.000000 338.160 65.290 0.000000 342.760 65.280 0.000000 347.260 65.240 0.000000 351.860 65.240 0.000000 355.610 65.310 0.000000 359.360 65.320 0.000000 363.110 65.190 0.000000 367.800 64.980 0.000000 372.490 64.710 0.000000 377.280 64.590 0.000000 382.150 64.630 0.000000 386.940 64.770 0.000000 391.820 64.990 0.000000 398.570 64.780 0.000000 404.570 64.700 0.000000 409.170 64.710 0.000000 413.670 64.610 0.000000 418.270 64.610 0.000000 422.770 64.840 0.000000 428.960 64.910 0.000000 437.120 65.070 0.000000 437.120 65.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1049 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 443.880 59.760 0.000000 448.750 59.630 0.000000 453.730 59.590 0.000000 464.040 59.690 0.000000 468.450 59.680 0.000000 472.770 59.600 0.000000 475.770 59.590 0.000000 478.770 59.620 0.000000 482.340 59.690 0.000000 485.900 59.560 0.000000 490.400 59.560 0.000000 494.150 59.450 0.000000 497.910 59.400 0.000000 501.660 59.520 0.000000 510.010 59.370 0.000000 514.600 59.350 0.000000 519.200 59.380 0.000000 523.700 59.360 0.000000 532.890 59.270 0.000000 537.490 59.370 0.000000 541.990 59.310 0.000000 562.260 59.310 0.000000 566.480 59.230 0.000000 570.420 59.260 0.000000 574.360 59.320 0.000000 578.390 59.320 0.000000 585.520 59.200 0.000000 592.830 59.330 0.000000 595.460 59.340 0.000000 598.180 59.330 0.000000 602.500 59.230 0.000000 606.810 59.180 0.000000 610.280 59.230 0.000000 613.660 59.170 0.000000 621.820 59.230 0.000000 626.600 59.140 0.000000 636.170 59.170 0.000000 640.960 59.100 0.000000 645.740 59.100 0.000000 650.520 59.160 0.000000 655.400 59.130 0.000000 660.190 59.050 0.000000 664.880 59.020 0.000000 674.350 58.870 0.000000 679.040 58.840 0.000000 683.730 58.840 0.000000 688.510 58.770 0.000000 696.670 58.800 0.000000 698.830 58.850 0.000000 702.580 58.890 0.000000 706.430 58.880 0.000000 709.810 58.800 0.000000 713.180 58.780 0.000000 716.560 58.780 0.000000 725.940 58.680 0.000000 728.940 58.680 0.000000 735.880 58.760 0.000000 739.920 58.830 0.000000 744.140 58.820 0.000000 748.450 58.670 0.000000 752.960 58.670 0.000000 755.300 58.680 0.000000 759.900 58.760 0.000000 764.490 58.780 0.000000 769.180 58.730 0.000000 773.500 58.730 0.000000 777.910 58.810 0.000000 782.220 58.780 0.000000 786.540 58.880 0.000000 789.730 58.850 0.000000 792.820 58.770 0.000000 795.170 58.780 0.000000 798.540 58.840 0.000000 807.080 58.710 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1050 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 818.710 58.700 0.000000 823.590 58.730 0.000000 832.880 58.720 0.000000 835.500 58.710 0.000000 839.910 58.650 0.000000 844.230 58.670 0.000000 848.450 58.570 0.000000 852.760 58.620 0.000000 865.520 58.470 0.000000 874.430 58.480 0.000000 878.840 58.420 0.000000 887.750 58.370 0.000000 908.860 58.340 0.000000 914.770 58.380 0.000000 917.490 58.460 0.000000 924.430 58.680 0.000000 927.060 58.850 0.000000 929.780 58.910 0.000000 933.900 59.320 0.000000 938.030 59.600 0.000000 --------------------------------------------------------------------- Name: XA2600B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.603 0.000000 5.020 59.635 0.000000 9.720 59.605 0.000000 14.610 59.360 0.000000 19.510 59.360 0.000000 23.110 59.360 0.000000 26.700 59.360 0.000000 31.760 59.360 0.000000 36.810 59.548 0.000000 41.910 59.360 0.000000 46.970 59.360 0.000000 52.060 59.546 0.000000 57.120 59.747 0.000000 62.210 59.725 0.000000 67.270 59.439 0.000000 72.360 59.362 0.000000 77.420 59.360 0.000000 82.520 59.360 0.000000 87.570 59.360 0.000000 92.670 59.360 0.000000 97.720 59.360 0.000000 102.780 59.360 0.000000 107.870 59.360 0.000000 112.930 59.360 0.000000 118.030 59.360 0.000000 123.080 59.360 0.000000 128.180 59.507 0.000000 133.230 59.620 0.000000 138.330 59.719 0.000000 143.380 60.202 0.000000 148.480 60.498 0.000000 153.540 60.567 0.000000 158.590 60.616 0.000000 163.690 60.714 0.000000 168.740 60.859 0.000000 173.840 60.832 0.000000 178.900 60.975 0.000000 183.990 60.882 0.000000 189.050 60.761 0.000000 194.140 60.822 0.000000 199.200 60.946 0.000000 204.290 61.029 0.000000 209.350 61.024 0.000000 214.450 61.039 0.000000 219.500 60.990 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1051 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 224.560 60.951 0.000000 229.650 60.964 0.000000 234.710 60.984 0.000000 239.800 60.980 0.000000 244.860 60.916 0.000000 248.850 60.909 0.000000 252.800 61.023 0.000000 256.790 61.199 0.000000 260.420 61.346 0.000000 264.220 61.368 0.000000 268.010 61.412 0.000000 273.100 61.534 0.000000 278.200 61.695 0.000000 283.250 61.881 0.000000 288.350 61.935 0.000000 293.410 61.706 0.000000 298.500 61.601 0.000000 303.600 61.594 0.000000 308.650 61.612 0.000000 313.750 61.793 0.000000 318.800 62.069 0.000000 323.900 62.138 0.000000 328.960 62.025 0.000000 334.050 61.918 0.000000 339.150 61.821 0.000000 344.200 61.745 0.000000 349.300 61.830 0.000000 354.350 61.811 0.000000 359.450 61.785 0.000000 364.550 61.883 0.000000 369.600 62.013 0.000000 374.700 62.134 0.000000 379.750 62.224 0.000000 384.850 62.359 0.000000 389.900 62.714 0.000000 395.000 63.077 0.000000 --------------------------------------------------------------------- Name: XA2600C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 63.080 0.000000 4.160 63.080 0.000000 15.700 62.470 0.000000 23.900 62.440 0.000000 40.190 62.340 0.000000 44.640 62.110 0.000000 48.970 61.990 0.000000 57.880 61.990 0.000000 62.340 61.950 0.000000 66.800 62.080 0.000000 69.790 62.060 0.000000 72.750 61.920 0.000000 77.370 61.890 0.000000 81.950 61.790 0.000000 86.490 61.840 0.000000 91.070 62.010 0.000000 95.950 62.010 0.000000 100.820 61.910 0.000000 105.650 61.720 0.000000 110.520 61.720 0.000000 115.390 61.700 0.000000 120.260 61.600 0.000000 125.140 61.540 0.000000 134.880 61.500 0.000000 139.750 61.500 0.000000 144.630 61.440 0.000000 149.500 61.480 0.000000 154.370 61.480 0.000000 159.240 61.530 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1052 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 164.120 61.390 0.000000 168.950 61.270 0.000000 173.820 61.320 0.000000 178.690 61.240 0.000000 193.310 61.440 0.000000 198.180 61.430 0.000000 203.050 61.170 0.000000 207.920 61.000 0.000000 212.800 60.930 0.000000 222.540 60.930 0.000000 227.410 61.050 0.000000 232.120 61.200 0.000000 235.700 61.200 0.000000 238.030 61.130 0.000000 241.150 61.110 0.000000 243.690 61.020 0.000000 248.280 60.950 0.000000 256.230 61.040 0.000000 261.100 60.770 0.000000 264.560 60.690 0.000000 268.010 60.550 0.000000 271.430 60.540 0.000000 274.800 60.450 0.000000 278.840 60.440 0.000000 286.880 60.730 0.000000 292.170 60.860 0.000000 294.580 60.780 0.000000 298.330 60.720 0.000000 303.290 60.540 0.000000 307.780 60.490 0.000000 315.570 60.460 0.000000 323.610 60.470 0.000000 327.690 60.550 0.000000 331.770 60.720 0.000000 335.850 60.940 0.000000 340.020 61.030 0.000000 345.010 61.000 0.000000 352.050 60.840 0.000000 355.550 60.920 0.000000 363.830 60.720 0.000000 368.620 60.740 0.000000 373.450 60.880 0.000000 376.330 61.000 0.000000 379.200 61.070 0.000000 383.320 61.140 0.000000 387.400 60.640 0.000000 391.490 59.820 0.000000 395.570 59.360 0.000000 399.900 59.500 0.000000 406.890 59.830 0.000000 416.430 59.600 0.000000 --------------------------------------------------------------------- Name: XA2610B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 67.170 0.000000 4.960 67.310 0.000000 9.940 67.280 0.000000 14.890 67.080 0.000000 24.830 66.440 0.000000 29.790 66.190 0.000000 34.770 66.000 0.000000 44.280 66.060 0.000000 48.830 66.130 0.000000 53.380 66.230 0.000000 57.950 66.210 0.000000 68.170 66.200 0.000000 84.230 66.230 0.000000 88.960 66.270 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1053 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 101.770 66.190 0.000000 117.630 66.040 0.000000 137.020 66.000 0.000000 146.710 66.000 0.000000 161.270 66.000 0.000000 166.100 66.000 0.000000 170.950 66.000 0.000000 180.660 66.000 0.000000 185.520 66.000 0.000000 195.200 66.000 0.000000 200.060 66.000 0.000000 207.380 66.000 0.000000 211.040 66.000 0.000000 217.900 66.000 0.000000 221.740 66.000 0.000000 226.390 66.000 0.000000 231.020 66.000 0.000000 235.640 66.000 0.000000 240.270 66.000 0.000000 244.920 66.000 0.000000 249.540 66.000 0.000000 254.170 66.000 0.000000 --------------------------------------------------------------------- Name: XA2620C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.740 0.000000 4.690 70.150 0.000000 9.380 69.340 0.000000 14.070 69.080 0.000000 18.760 68.960 0.000000 28.830 69.180 0.000000 37.240 69.440 0.000000 45.650 69.650 0.000000 --------------------------------------------------------------------- Name: XA2620D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.640 0.000000 4.300 69.600 0.000000 8.600 69.450 0.000000 12.890 69.180 0.000000 20.820 69.090 0.000000 24.170 69.080 0.000000 27.320 69.100 0.000000 30.470 69.130 0.000000 34.860 69.210 0.000000 43.300 69.150 0.000000 46.610 69.230 0.000000 50.800 69.200 0.000000 55.000 69.380 0.000000 59.200 69.750 0.000000 63.390 70.150 0.000000 67.590 70.480 0.000000 70.200 70.790 0.000000 72.810 71.010 0.000000 76.430 71.090 0.000000 --------------------------------------------------------------------- Name: XA2620E Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1054 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.050 0.000000 3.750 70.080 0.000000 7.460 69.990 0.000000 11.900 70.000 0.000000 16.350 69.990 0.000000 21.020 69.970 0.000000 25.670 69.940 0.000000 29.740 69.930 0.000000 33.860 69.930 0.000000 37.930 69.940 0.000000 42.010 69.900 0.000000 46.850 69.890 0.000000 51.730 69.910 0.000000 56.570 69.860 0.000000 61.450 69.810 0.000000 65.090 69.820 0.000000 68.710 69.830 0.000000 72.350 69.790 0.000000 76.570 69.760 0.000000 80.780 69.790 0.000000 84.990 69.830 0.000000 89.470 69.780 0.000000 93.940 69.790 0.000000 98.420 69.830 0.000000 102.900 69.880 0.000000 107.370 69.860 0.000000 111.820 69.820 0.000000 116.290 69.830 0.000000 120.770 69.850 0.000000 124.750 69.810 0.000000 128.760 69.750 0.000000 132.740 69.770 0.000000 136.320 69.810 0.000000 139.930 69.840 0.000000 144.580 69.800 0.000000 149.190 69.820 0.000000 153.460 69.830 0.000000 157.710 69.840 0.000000 162.280 69.810 0.000000 166.860 69.810 0.000000 170.670 69.780 0.000000 174.490 69.770 0.000000 177.870 69.790 0.000000 181.280 69.810 0.000000 184.700 69.740 0.000000 189.210 69.710 0.000000 193.720 69.750 0.000000 198.230 69.840 0.000000 202.770 69.860 0.000000 207.550 70.050 0.000000 212.360 70.210 0.000000 217.160 69.990 0.000000 222.100 69.860 0.000000 227.010 69.850 0.000000 231.950 69.890 0.000000 236.890 69.880 0.000000 241.800 69.920 0.000000 246.440 69.940 0.000000 251.090 69.890 0.000000 254.530 69.910 0.000000 258.020 69.970 0.000000 261.500 69.900 0.000000 265.740 69.780 0.000000 269.990 69.680 0.000000 274.230 69.710 0.000000 278.410 69.720 0.000000 282.590 69.660 0.000000 286.800 69.650 0.000000 290.940 69.610 0.000000 295.090 69.550 0.000000 299.270 69.580 0.000000 303.880 69.520 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1055 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 308.490 69.500 0.000000 313.130 69.560 0.000000 317.740 69.610 0.000000 322.350 69.660 0.000000 326.990 69.650 0.000000 331.600 69.640 0.000000 --------------------------------------------------------------------- Name: XA2630B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.580 0.000000 4.510 69.660 0.000000 9.020 69.680 0.000000 13.530 69.410 0.000000 18.050 69.330 0.000000 22.560 69.510 0.000000 25.140 69.580 0.000000 34.490 69.330 0.000000 37.810 69.320 0.000000 49.840 68.930 0.000000 54.190 68.880 0.000000 58.540 68.880 0.000000 62.890 68.910 0.000000 67.240 68.890 0.000000 71.580 68.920 0.000000 75.530 69.070 0.000000 87.390 69.050 0.000000 95.260 69.320 0.000000 99.500 69.550 0.000000 110.860 70.020 0.000000 113.570 70.050 0.000000 116.270 69.990 0.000000 123.940 70.170 0.000000 --------------------------------------------------------------------- Name: XA2630C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.460 0.000000 3.900 70.370 0.000000 7.790 70.270 0.000000 11.690 70.290 0.000000 16.050 70.280 0.000000 20.410 70.250 0.000000 24.770 70.190 0.000000 29.130 70.130 0.000000 33.490 70.130 0.000000 37.850 70.080 0.000000 42.240 70.140 0.000000 46.870 70.100 0.000000 51.520 69.980 0.000000 56.510 69.990 0.000000 61.500 70.040 0.000000 66.490 70.090 0.000000 71.470 70.090 0.000000 76.460 70.100 0.000000 81.450 70.110 0.000000 86.430 70.100 0.000000 91.420 70.090 0.000000 96.410 70.050 0.000000 101.400 69.990 0.000000 106.380 70.030 0.000000 111.370 70.150 0.000000 116.360 70.230 0.000000 121.350 70.220 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1056 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 126.330 70.040 0.000000 131.320 69.860 0.000000 136.310 69.760 0.000000 141.290 69.850 0.000000 146.280 70.180 0.000000 151.270 70.360 0.000000 156.260 70.290 0.000000 161.240 70.160 0.000000 166.200 70.120 0.000000 171.180 70.070 0.000000 176.170 70.180 0.000000 181.160 70.380 0.000000 186.150 70.380 0.000000 190.610 70.210 0.000000 195.030 70.110 0.000000 199.460 70.070 0.000000 203.520 70.060 0.000000 207.580 70.120 0.000000 211.640 70.200 0.000000 215.840 70.100 0.000000 220.070 70.040 0.000000 224.290 70.040 0.000000 228.520 70.010 0.000000 232.290 69.980 0.000000 236.050 69.970 0.000000 239.820 69.910 0.000000 244.670 69.900 0.000000 249.490 69.850 0.000000 254.320 69.780 0.000000 259.170 69.710 0.000000 263.990 69.640 0.000000 267.920 69.630 0.000000 271.820 69.650 0.000000 275.750 69.670 0.000000 280.240 69.510 0.000000 284.740 69.500 0.000000 289.230 69.650 0.000000 293.060 69.660 0.000000 296.890 69.630 0.000000 300.690 69.670 0.000000 305.010 69.680 0.000000 309.310 69.730 0.000000 313.600 69.800 0.000000 317.660 69.860 0.000000 321.730 69.690 0.000000 326.020 69.630 0.000000 330.280 69.580 0.000000 --------------------------------------------------------------------- Name: XA2640B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 64.140 0.000000 4.780 64.140 0.000000 9.610 64.140 0.000000 12.840 64.140 0.000000 16.690 64.140 0.000000 19.040 64.140 0.000000 23.960 64.140 0.000000 28.160 64.140 0.000000 37.150 64.140 0.000000 41.670 64.140 0.000000 48.980 64.140 0.000000 57.300 64.140 0.000000 64.170 64.140 0.000000 68.860 64.140 0.000000 73.780 64.140 0.000000 83.650 64.140 0.000000 88.610 64.140 0.000000 101.540 64.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1057 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 106.150 64.140 0.000000 110.800 64.140 0.000000 114.030 64.140 0.000000 117.260 64.140 0.000000 120.270 64.140 0.000000 126.430 64.140 0.000000 129.530 64.140 0.000000 137.450 64.140 0.000000 141.710 64.140 0.000000 146.000 64.140 0.000000 150.250 64.140 0.000000 154.550 64.140 0.000000 158.840 64.140 0.000000 163.090 64.140 0.000000 175.940 64.140 0.000000 183.240 64.140 0.000000 187.800 64.140 0.000000 191.970 64.140 0.000000 196.090 64.140 0.000000 199.320 64.140 0.000000 203.350 64.190 0.000000 206.400 64.320 0.000000 209.500 64.610 0.000000 211.810 64.720 0.000000 216.770 64.790 0.000000 221.720 64.650 0.000000 226.680 64.710 0.000000 231.640 64.730 0.000000 236.650 64.720 0.000000 279.910 64.450 0.000000 284.340 64.490 0.000000 293.150 64.720 0.000000 297.580 64.770 0.000000 305.020 64.680 0.000000 308.870 64.670 0.000000 314.410 64.540 0.000000 316.890 64.390 0.000000 320.740 64.290 0.000000 332.260 64.240 0.000000 334.510 64.200 0.000000 337.790 64.230 0.000000 341.110 64.190 0.000000 345.190 64.240 0.000000 360.420 64.710 0.000000 365.160 64.700 0.000000 369.670 64.740 0.000000 374.240 64.680 0.000000 378.800 64.720 0.000000 383.310 64.730 0.000000 391.990 64.910 0.000000 401.470 64.360 0.000000 404.220 64.380 0.000000 407.010 64.370 0.000000 410.810 64.320 0.000000 414.670 64.330 0.000000 422.460 64.460 0.000000 426.450 64.560 0.000000 434.420 64.680 0.000000 442.830 64.600 0.000000 --------------------------------------------------------------------- Name: XA2640C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 64.600 0.000000 8.120 64.490 0.000000 12.200 64.400 0.000000 18.770 64.320 0.000000 23.760 64.310 0.000000 30.910 64.450 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1058 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 35.630 64.490 0.000000 40.340 64.430 0.000000 45.060 64.250 0.000000 54.530 64.390 0.000000 62.550 64.340 0.000000 65.860 64.270 0.000000 69.940 64.260 0.000000 76.740 64.350 0.000000 79.880 64.370 0.000000 86.620 64.190 0.000000 93.830 64.200 0.000000 100.270 64.140 0.000000 105.160 64.240 0.000000 119.280 64.140 0.000000 129.150 64.140 0.000000 139.030 64.140 0.000000 143.610 64.140 0.000000 152.710 64.140 0.000000 166.430 64.140 0.000000 170.980 64.140 0.000000 175.560 64.140 0.000000 180.110 64.140 0.000000 183.420 64.140 0.000000 191.200 64.140 0.000000 194.610 64.140 0.000000 198.620 64.140 0.000000 202.630 64.140 0.000000 206.640 64.140 0.000000 210.780 64.140 0.000000 213.750 64.140 0.000000 216.680 64.140 0.000000 221.470 64.140 0.000000 226.290 64.140 0.000000 231.070 64.140 0.000000 246.140 64.140 0.000000 248.940 64.140 0.000000 252.340 64.140 0.000000 255.780 64.140 0.000000 260.430 64.140 0.000000 269.670 64.140 0.000000 279.200 64.140 0.000000 288.370 64.140 0.000000 293.390 64.140 0.000000 299.860 64.140 0.000000 307.620 64.140 0.000000 312.070 64.140 0.000000 316.510 64.140 0.000000 320.960 64.140 0.000000 325.210 64.140 0.000000 332.890 64.140 0.000000 337.040 64.140 0.000000 --------------------------------------------------------------------- Name: XA2640D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 64.140 0.000000 4.000 64.140 0.000000 9.500 66.620 0.000000 18.100 72.620 0.000000 22.400 74.150 0.000000 26.700 74.590 0.000000 43.100 75.110 0.000000 47.200 74.500 0.000000 51.400 75.370 0.000000 87.600 74.780 0.000000 159.100 75.180 0.000000 166.700 74.990 0.000000 174.300 73.770 0.000000 177.200 73.880 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1059 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 180.200 74.380 0.000000 182.800 74.330 0.000000 185.500 73.720 0.000000 189.400 69.710 0.000000 193.300 64.990 0.000000 196.000 64.140 0.000000 198.600 64.140 0.000000 204.900 64.140 0.000000 224.700 64.140 0.000000 254.500 64.140 0.000000 --------------------------------------------------------------------- Name: XA2650B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.700 0.000000 4.290 69.800 0.000000 35.580 69.820 0.000000 47.760 69.250 0.000000 85.110 68.750 0.000000 138.240 68.750 0.000000 176.140 69.000 0.000000 219.980 68.200 0.000000 235.540 68.500 0.000000 253.110 68.200 0.000000 299.750 68.400 0.000000 346.490 68.850 0.000000 407.850 69.500 0.000000 --------------------------------------------------------------------- Name: XA2650C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.770 0.000000 16.170 69.680 0.000000 23.950 69.720 0.000000 28.110 69.710 0.000000 32.630 69.670 0.000000 37.140 69.510 0.000000 41.960 69.260 0.000000 46.760 69.210 0.000000 51.560 69.370 0.000000 56.370 69.300 0.000000 61.190 69.360 0.000000 64.950 69.490 0.000000 68.720 69.450 0.000000 75.740 69.250 0.000000 87.690 68.990 0.000000 96.980 68.930 0.000000 103.430 68.990 0.000000 107.050 69.050 0.000000 111.230 68.920 0.000000 114.830 68.910 0.000000 117.900 68.800 0.000000 122.840 68.930 0.000000 137.680 69.520 0.000000 142.620 69.630 0.000000 152.530 69.360 0.000000 157.480 69.370 0.000000 167.370 69.560 0.000000 172.310 69.610 0.000000 177.260 69.700 0.000000 --------------------------------------------------------------------- Name: XA2660B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1060 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.790 0.000000 9.180 68.760 0.000000 13.740 68.760 0.000000 18.350 68.810 0.000000 22.920 68.730 0.000000 27.530 68.760 0.000000 36.660 68.660 0.000000 41.270 68.650 0.000000 44.390 68.660 0.000000 47.500 68.720 0.000000 54.930 68.630 0.000000 59.840 68.610 0.000000 64.750 68.560 0.000000 80.200 68.550 0.000000 88.520 68.520 0.000000 93.510 68.550 0.000000 102.990 68.540 0.000000 117.240 68.460 0.000000 126.720 68.440 0.000000 140.970 68.350 0.000000 150.700 68.380 0.000000 165.300 68.280 0.000000 184.760 68.280 0.000000 189.630 68.250 0.000000 194.490 68.300 0.000000 209.090 68.250 0.000000 223.730 68.240 0.000000 233.460 68.290 0.000000 243.190 68.270 0.000000 257.790 68.370 0.000000 267.520 68.370 0.000000 277.250 68.460 0.000000 306.400 68.500 0.000000 316.090 68.550 0.000000 320.910 68.520 0.000000 329.660 68.660 0.000000 337.040 68.570 0.000000 345.320 68.580 0.000000 360.730 68.680 0.000000 373.880 68.710 0.000000 381.390 68.680 0.000000 394.700 68.770 0.000000 417.620 68.780 0.000000 426.800 68.860 0.000000 --------------------------------------------------------------------- Name: XA2660C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.860 0.000000 3.800 68.890 0.000000 7.610 68.870 0.000000 11.410 68.890 0.000000 15.620 68.900 0.000000 19.830 68.890 0.000000 24.070 68.880 0.000000 28.660 68.930 0.000000 33.250 68.940 0.000000 37.860 68.960 0.000000 42.450 68.990 0.000000 47.040 69.050 0.000000 51.660 69.050 0.000000 56.250 69.030 0.000000 60.840 69.050 0.000000 65.450 69.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1061 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 70.040 69.070 0.000000 74.640 69.080 0.000000 78.950 69.070 0.000000 83.230 69.070 0.000000 87.540 69.070 0.000000 91.830 69.080 0.000000 95.380 69.100 0.000000 98.930 69.120 0.000000 102.940 69.140 0.000000 106.920 69.130 0.000000 110.930 69.160 0.000000 114.750 69.150 0.000000 117.540 69.160 0.000000 120.310 69.180 0.000000 123.730 69.170 0.000000 127.130 69.160 0.000000 130.550 69.160 0.000000 134.180 69.180 0.000000 137.810 69.200 0.000000 142.040 69.140 0.000000 147.010 69.070 0.000000 151.980 68.960 0.000000 156.070 68.870 0.000000 160.120 68.790 0.000000 164.210 68.710 0.000000 168.290 68.820 0.000000 172.370 69.030 0.000000 176.510 69.110 0.000000 180.670 69.060 0.000000 184.800 69.210 0.000000 188.960 69.330 0.000000 193.500 69.200 0.000000 198.060 69.320 0.000000 202.600 69.450 0.000000 206.990 69.570 0.000000 211.380 69.460 0.000000 215.760 69.780 0.000000 220.150 70.150 0.000000 224.510 70.100 0.000000 228.520 69.990 0.000000 232.500 69.870 0.000000 236.510 69.780 0.000000 240.490 69.800 0.000000 243.560 69.860 0.000000 246.650 69.900 0.000000 250.130 69.940 0.000000 253.600 69.990 0.000000 --------------------------------------------------------------------- Name: XA2670B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.540 0.000000 4.870 69.460 0.000000 9.750 69.600 0.000000 14.620 69.950 0.000000 19.500 70.230 0.000000 24.370 70.350 0.000000 29.250 70.410 0.000000 34.120 70.280 0.000000 38.930 70.050 0.000000 43.810 69.750 0.000000 48.680 69.480 0.000000 53.560 69.490 0.000000 63.300 69.700 0.000000 68.180 69.830 0.000000 73.050 70.030 0.000000 77.930 70.090 0.000000 92.550 70.170 0.000000 97.420 70.260 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1062 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 102.300 70.310 0.000000 111.990 70.310 0.000000 126.610 70.230 0.000000 131.480 70.300 0.000000 136.360 70.400 0.000000 141.230 70.460 0.000000 150.980 70.350 0.000000 155.850 70.350 0.000000 160.730 70.390 0.000000 165.600 70.340 0.000000 170.480 70.130 0.000000 175.350 69.860 0.000000 180.230 69.630 0.000000 185.100 69.430 0.000000 189.970 69.260 0.000000 194.850 69.230 0.000000 198.870 69.360 0.000000 202.890 69.520 0.000000 206.910 69.620 0.000000 210.930 69.700 0.000000 219.710 69.790 0.000000 229.330 70.110 0.000000 236.830 70.160 0.000000 240.480 70.070 0.000000 247.860 69.800 0.000000 252.300 69.740 0.000000 260.530 69.760 0.000000 269.550 69.820 0.000000 280.570 70.020 0.000000 283.380 70.120 0.000000 288.620 70.070 0.000000 292.640 69.970 0.000000 298.550 69.620 0.000000 301.050 69.590 0.000000 309.090 69.620 0.000000 316.700 69.610 0.000000 324.560 69.830 0.000000 328.460 69.830 0.000000 336.140 69.780 0.000000 348.020 69.790 0.000000 352.350 69.680 0.000000 356.730 69.500 0.000000 359.780 69.520 0.000000 367.520 69.510 0.000000 372.090 69.610 0.000000 383.360 69.730 0.000000 387.620 69.830 0.000000 391.770 69.790 0.000000 400.050 69.520 0.000000 404.200 69.510 0.000000 409.190 69.460 0.000000 416.630 69.590 0.000000 424.970 69.600 0.000000 439.050 69.800 0.000000 445.320 69.980 0.000000 449.340 70.050 0.000000 456.900 69.950 0.000000 461.410 70.020 0.000000 465.860 70.300 0.000000 470.300 70.230 0.000000 478.280 69.780 0.000000 482.430 69.670 0.000000 486.570 69.710 0.000000 490.290 69.750 0.000000 499.490 69.950 0.000000 503.690 70.060 0.000000 512.710 70.430 0.000000 517.220 70.560 0.000000 521.730 70.570 0.000000 533.360 70.350 0.000000 540.980 70.160 0.000000 548.720 69.910 0.000000 556.520 69.760 0.000000 560.720 69.740 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1063 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 564.990 69.740 0.000000 569.740 69.850 0.000000 580.830 69.810 0.000000 596.910 69.970 0.000000 600.870 69.950 0.000000 609.280 69.990 0.000000 --------------------------------------------------------------------- Name: XA2670C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.950 0.000000 9.230 69.980 0.000000 13.820 70.170 0.000000 18.450 70.240 0.000000 23.040 70.230 0.000000 27.680 69.940 0.000000 32.270 70.380 0.000000 38.030 70.190 0.000000 41.550 70.040 0.000000 45.010 70.040 0.000000 47.720 70.170 0.000000 52.300 70.030 0.000000 56.890 69.730 0.000000 61.480 69.590 0.000000 66.070 69.730 0.000000 70.660 70.140 0.000000 75.600 70.000 0.000000 80.550 70.080 0.000000 85.490 70.070 0.000000 90.490 69.890 0.000000 95.430 69.910 0.000000 100.380 70.060 0.000000 105.320 70.000 0.000000 110.320 69.150 0.000000 115.260 68.910 0.000000 125.150 69.000 0.000000 130.150 69.140 0.000000 135.090 69.020 0.000000 140.040 69.210 0.000000 144.980 69.270 0.000000 149.980 69.460 0.000000 154.920 69.690 0.000000 159.870 69.500 0.000000 164.810 69.650 0.000000 169.810 69.720 0.000000 174.750 69.650 0.000000 179.700 69.930 0.000000 184.640 69.730 0.000000 189.640 69.710 0.000000 194.580 69.830 0.000000 199.530 69.800 0.000000 204.470 70.150 0.000000 209.470 70.110 0.000000 214.410 69.840 0.000000 219.360 69.760 0.000000 224.300 69.870 0.000000 229.300 69.740 0.000000 239.190 69.850 0.000000 244.130 69.680 0.000000 249.130 69.540 0.000000 254.070 69.500 0.000000 259.020 69.520 0.000000 263.960 69.190 0.000000 268.960 69.470 0.000000 273.900 69.550 0.000000 283.790 69.380 0.000000 298.680 69.470 0.000000 302.960 69.600 0.000000 311.480 69.460 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1064 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 315.760 69.750 0.000000 319.990 69.870 0.000000 334.110 69.930 0.000000 339.050 69.910 0.000000 343.950 69.800 0.000000 348.890 69.770 0.000000 353.840 69.850 0.000000 358.730 69.740 0.000000 363.680 69.540 0.000000 368.620 69.460 0.000000 373.520 69.720 0.000000 378.460 70.070 0.000000 382.180 70.300 0.000000 389.570 70.340 0.000000 392.790 70.180 0.000000 396.050 69.960 0.000000 399.260 69.890 0.000000 406.350 69.480 0.000000 414.090 69.480 0.000000 418.220 69.450 0.000000 421.180 69.390 0.000000 428.520 69.610 0.000000 432.850 69.800 0.000000 437.240 69.840 0.000000 441.620 69.920 0.000000 451.610 70.240 0.000000 460.590 70.360 0.000000 469.610 70.300 0.000000 474.100 70.200 0.000000 483.120 70.140 0.000000 487.500 70.170 0.000000 495.910 70.340 0.000000 500.500 70.370 0.000000 505.140 70.390 0.000000 509.780 70.390 0.000000 --------------------------------------------------------------------- Name: XA2670D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.990 0.000000 4.480 70.050 0.000000 8.950 70.070 0.000000 24.510 69.660 0.000000 36.640 69.450 0.000000 41.120 69.420 0.000000 45.030 69.510 0.000000 50.020 69.690 0.000000 55.000 69.820 0.000000 64.980 69.990 0.000000 69.850 70.040 0.000000 74.700 70.070 0.000000 84.450 70.060 0.000000 118.060 69.900 0.000000 174.560 69.970 0.000000 184.140 70.010 0.000000 193.860 70.080 0.000000 208.450 70.230 0.000000 221.550 70.420 0.000000 225.910 70.450 0.000000 230.270 70.410 0.000000 234.640 70.290 0.000000 239.510 70.070 0.000000 244.390 69.900 0.000000 254.140 69.660 0.000000 259.010 69.720 0.000000 263.880 69.640 0.000000 268.760 69.480 0.000000 273.630 69.620 0.000000 278.510 69.890 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1065 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 283.380 69.950 0.000000 --------------------------------------------------------------------- Name: XA2680B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.840 0.000000 9.320 69.650 0.000000 16.870 69.880 0.000000 23.200 70.000 0.000000 30.080 70.320 0.000000 33.780 70.340 0.000000 37.490 70.330 0.000000 41.210 70.250 0.000000 45.440 70.260 0.000000 58.160 70.340 0.000000 62.390 70.460 0.000000 66.280 70.470 0.000000 70.160 70.470 0.000000 79.000 70.260 0.000000 83.430 70.280 0.000000 92.630 70.210 0.000000 97.420 70.080 0.000000 106.990 70.200 0.000000 111.780 70.110 0.000000 116.570 70.140 0.000000 126.140 70.250 0.000000 130.930 70.270 0.000000 135.720 70.210 0.000000 140.500 70.190 0.000000 145.290 70.180 0.000000 150.080 70.200 0.000000 --------------------------------------------------------------------- Name: XA2680C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.690 0.000000 4.990 69.600 0.000000 9.970 69.590 0.000000 19.950 69.720 0.000000 29.920 69.720 0.000000 39.900 69.810 0.000000 44.890 69.800 0.000000 69.890 69.900 0.000000 74.880 69.880 0.000000 89.840 69.770 0.000000 94.830 69.760 0.000000 109.790 69.830 0.000000 114.780 69.830 0.000000 139.720 69.730 0.000000 164.650 69.690 0.000000 184.670 69.770 0.000000 189.660 69.770 0.000000 204.620 69.640 0.000000 209.610 69.630 0.000000 224.570 69.670 0.000000 244.520 69.690 0.000000 264.470 69.810 0.000000 291.500 69.790 0.000000 314.920 69.880 0.000000 347.730 69.710 0.000000 356.910 69.700 0.000000 366.020 69.740 0.000000 370.500 69.730 0.000000 383.080 69.540 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1066 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 386.620 69.440 0.000000 390.090 69.380 0.000000 399.340 68.950 0.000000 403.750 68.820 0.000000 412.860 68.780 0.000000 422.330 68.820 0.000000 431.790 68.770 0.000000 436.570 68.820 0.000000 450.150 69.190 0.000000 454.200 69.220 0.000000 458.320 69.330 0.000000 463.160 69.360 0.000000 468.080 69.300 0.000000 472.990 69.160 0.000000 477.910 69.120 0.000000 482.750 69.190 0.000000 487.670 69.330 0.000000 492.580 69.520 0.000000 497.500 69.630 0.000000 502.410 69.580 0.000000 507.250 69.380 0.000000 512.170 69.300 0.000000 522.000 69.290 0.000000 526.840 69.320 0.000000 531.760 69.390 0.000000 536.670 69.390 0.000000 541.590 69.540 0.000000 546.430 69.720 0.000000 551.340 69.700 0.000000 556.260 69.470 0.000000 561.170 69.320 0.000000 570.930 69.240 0.000000 580.760 69.200 0.000000 590.520 69.220 0.000000 595.430 69.110 0.000000 605.260 69.030 0.000000 610.110 69.080 0.000000 619.940 69.010 0.000000 624.850 69.020 0.000000 629.690 69.080 0.000000 634.610 69.090 0.000000 639.520 69.040 0.000000 649.350 69.240 0.000000 654.200 69.140 0.000000 659.110 68.980 0.000000 673.780 68.810 0.000000 678.700 68.800 0.000000 688.530 68.820 0.000000 693.370 68.890 0.000000 698.290 69.000 0.000000 703.200 68.940 0.000000 708.120 68.850 0.000000 717.880 68.810 0.000000 722.790 68.840 0.000000 --------------------------------------------------------------------- Name: XA2680D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.360 0.000000 4.500 70.350 0.000000 8.990 70.380 0.000000 13.490 70.370 0.000000 18.000 70.360 0.000000 22.250 70.250 0.000000 26.490 70.120 0.000000 30.740 70.050 0.000000 35.000 69.980 0.000000 39.260 69.930 0.000000 44.190 69.920 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1067 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 49.140 69.840 0.000000 54.080 69.780 0.000000 59.030 69.790 0.000000 63.990 69.780 0.000000 68.920 69.780 0.000000 73.870 69.780 0.000000 78.810 69.760 0.000000 83.760 69.720 0.000000 88.720 69.720 0.000000 93.650 69.730 0.000000 98.600 69.740 0.000000 103.540 69.780 0.000000 108.490 69.790 0.000000 113.420 69.780 0.000000 118.380 69.830 0.000000 123.330 69.790 0.000000 128.270 69.730 0.000000 133.220 69.610 0.000000 138.150 69.610 0.000000 142.460 69.690 0.000000 146.760 69.650 0.000000 151.060 69.670 0.000000 155.360 69.680 0.000000 159.660 69.710 0.000000 163.970 69.740 0.000000 168.580 69.650 0.000000 173.180 69.670 0.000000 177.790 69.670 0.000000 182.390 69.710 0.000000 186.980 69.820 0.000000 191.470 69.710 0.000000 195.920 69.690 0.000000 200.410 69.690 0.000000 204.870 69.710 0.000000 209.350 69.720 0.000000 213.810 69.730 0.000000 217.610 69.750 0.000000 221.420 69.790 0.000000 225.230 69.810 0.000000 --------------------------------------------------------------------- Name: XA2690D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.280 0.000000 10.000 69.230 0.000000 15.000 69.230 0.000000 25.000 69.390 0.000000 35.000 69.420 0.000000 --------------------------------------------------------------------- Name: XA2690E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.420 0.000000 9.830 70.030 0.000000 24.620 70.250 0.000000 34.450 70.170 0.000000 49.200 70.160 0.000000 54.120 70.060 0.000000 59.040 70.000 0.000000 63.950 70.000 0.000000 68.870 70.060 0.000000 73.820 70.060 0.000000 78.520 70.020 0.000000 83.220 70.090 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1068 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 87.930 70.030 0.000000 92.630 70.090 0.000000 106.770 70.120 0.000000 111.470 70.020 0.000000 116.180 70.100 0.000000 120.910 70.110 0.000000 125.620 70.020 0.000000 135.020 70.030 0.000000 139.730 70.020 0.000000 153.870 70.130 0.000000 158.600 70.090 0.000000 168.070 70.160 0.000000 172.800 70.130 0.000000 182.270 70.180 0.000000 194.150 70.210 0.000000 197.690 70.180 0.000000 209.050 70.380 0.000000 221.150 70.450 0.000000 225.210 70.510 0.000000 229.240 70.540 0.000000 242.070 70.500 0.000000 246.500 70.340 0.000000 250.890 70.230 0.000000 255.320 70.200 0.000000 259.750 70.220 0.000000 268.580 70.220 0.000000 273.010 70.280 0.000000 282.260 70.250 0.000000 286.900 70.280 0.000000 291.510 70.210 0.000000 296.160 70.180 0.000000 300.770 70.220 0.000000 305.410 70.200 0.000000 --------------------------------------------------------------------- Name: XA2690F Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.840 0.000000 9.230 68.880 0.000000 13.850 68.950 0.000000 18.460 68.990 0.000000 23.080 69.240 0.000000 27.690 69.430 0.000000 32.310 69.250 0.000000 36.920 69.150 0.000000 41.540 69.200 0.000000 46.150 69.200 0.000000 55.390 69.300 0.000000 60.000 69.280 0.000000 --------------------------------------------------------------------- Name: XA2710B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.370 0.000000 11.890 70.360 0.000000 15.170 70.370 0.000000 19.990 70.450 0.000000 24.800 70.650 0.000000 37.870 70.920 0.000000 42.700 70.970 0.000000 49.450 71.090 0.000000 53.810 71.250 0.000000 58.170 71.690 0.000000 62.530 71.870 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1069 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 66.890 71.620 0.000000 --------------------------------------------------------------------- Name: XA2710C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 72.000 0.000000 11.220 71.930 0.000000 19.280 71.850 0.000000 24.150 71.840 0.000000 29.020 71.760 0.000000 33.890 71.820 0.000000 42.250 71.780 0.000000 45.750 71.720 0.000000 49.070 71.780 0.000000 53.200 71.820 0.000000 62.270 71.780 0.000000 67.140 71.660 0.000000 76.950 71.690 0.000000 81.820 71.590 0.000000 91.630 71.650 0.000000 96.530 71.650 0.000000 101.400 71.530 0.000000 111.210 71.550 0.000000 116.080 71.480 0.000000 125.890 71.440 0.000000 130.760 71.480 0.000000 140.570 71.480 0.000000 149.740 71.410 0.000000 154.070 71.410 0.000000 158.370 71.480 0.000000 162.900 71.510 0.000000 174.620 71.270 0.000000 179.460 71.280 0.000000 184.300 71.330 0.000000 196.960 71.230 0.000000 199.610 71.230 0.000000 202.300 71.170 0.000000 214.330 71.070 0.000000 218.360 71.160 0.000000 221.680 71.160 0.000000 225.010 71.100 0.000000 228.000 71.090 0.000000 230.980 71.050 0.000000 239.650 71.040 0.000000 243.140 71.020 0.000000 249.960 70.890 0.000000 253.820 70.850 0.000000 263.300 70.840 0.000000 268.030 70.810 0.000000 277.500 70.810 0.000000 282.240 70.780 0.000000 286.940 70.670 0.000000 296.410 70.520 0.000000 301.150 70.510 0.000000 309.480 70.590 0.000000 312.200 70.550 0.000000 314.920 70.410 0.000000 317.610 70.590 0.000000 320.330 70.540 0.000000 324.260 70.510 0.000000 331.580 70.330 0.000000 335.880 70.370 0.000000 --------------------------------------------------------------------- Name: XA2720B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1070 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 72.000 0.000000 3.930 71.970 0.000000 7.850 71.860 0.000000 11.340 71.800 0.000000 14.820 71.640 0.000000 19.270 71.540 0.000000 23.710 71.560 0.000000 30.460 71.680 0.000000 35.340 71.870 0.000000 42.490 71.950 0.000000 50.370 72.320 0.000000 --------------------------------------------------------------------- Name: XA2720C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 73.800 0.000000 8.380 73.700 0.000000 27.510 73.330 0.000000 55.100 72.600 0.000000 59.250 72.430 0.000000 71.660 72.190 0.000000 79.710 72.150 0.000000 87.680 72.060 0.000000 92.320 72.070 0.000000 100.210 72.000 0.000000 --------------------------------------------------------------------- Name: XA2730B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 72.890 0.000000 8.190 72.590 0.000000 12.010 72.500 0.000000 19.070 72.440 0.000000 28.010 72.310 0.000000 32.470 72.320 0.000000 36.920 72.280 0.000000 41.340 72.390 0.000000 45.170 72.440 0.000000 49.220 72.350 0.000000 53.390 72.350 0.000000 60.850 72.270 0.000000 65.310 72.350 0.000000 69.350 72.360 0.000000 73.530 72.440 0.000000 84.880 72.460 0.000000 93.450 72.630 0.000000 101.820 72.480 0.000000 105.050 72.540 0.000000 108.880 72.480 0.000000 112.670 72.470 0.000000 117.100 72.400 0.000000 120.360 72.450 0.000000 128.670 72.490 0.000000 132.750 72.560 0.000000 141.340 72.570 0.000000 147.560 72.490 0.000000 150.220 72.510 0.000000 152.890 72.410 0.000000 165.150 72.480 0.000000 168.950 72.420 0.000000 176.350 72.430 0.000000 188.430 72.340 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1071 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 198.250 72.330 0.000000 203.170 72.300 0.000000 208.100 72.320 0.000000 213.050 72.210 0.000000 220.740 72.280 0.000000 224.590 72.220 0.000000 228.200 72.220 0.000000 236.480 72.070 0.000000 239.900 71.980 0.000000 243.510 72.020 0.000000 247.090 72.080 0.000000 250.690 72.440 0.000000 255.520 72.390 0.000000 260.070 72.270 0.000000 264.710 71.930 0.000000 268.860 71.970 0.000000 277.140 72.200 0.000000 289.060 72.210 0.000000 291.660 72.280 0.000000 294.260 72.170 0.000000 297.810 72.360 0.000000 301.320 72.200 0.000000 305.460 72.130 0.000000 309.570 72.320 0.000000 313.680 72.320 0.000000 --------------------------------------------------------------------- Name: XA2730C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 72.320 0.000000 8.600 72.320 0.000000 13.000 72.140 0.000000 22.530 72.140 0.000000 27.310 72.080 0.000000 32.090 72.060 0.000000 36.830 72.080 0.000000 41.480 72.070 0.000000 45.050 72.180 0.000000 48.630 72.410 0.000000 52.240 72.470 0.000000 60.150 72.320 0.000000 63.830 72.290 0.000000 67.480 72.310 0.000000 71.910 72.280 0.000000 80.750 72.410 0.000000 85.190 72.410 0.000000 89.630 72.490 0.000000 92.720 72.570 0.000000 95.820 72.600 0.000000 98.840 72.560 0.000000 101.870 72.550 0.000000 104.450 72.680 0.000000 110.430 72.670 0.000000 113.870 72.690 0.000000 120.680 72.750 0.000000 130.240 72.920 0.000000 142.730 72.990 0.000000 145.580 72.970 0.000000 152.870 73.100 0.000000 168.280 73.220 0.000000 188.670 73.240 0.000000 287.520 73.250 0.000000 300.960 73.300 0.000000 305.440 73.400 0.000000 314.310 73.320 0.000000 318.710 73.320 0.000000 327.580 73.240 0.000000 332.020 73.240 0.000000 339.550 73.100 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1072 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 343.920 73.090 0.000000 --------------------------------------------------------------------- Name: XA2730D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.800 0.000000 7.710 72.010 0.000000 11.620 72.040 0.000000 16.560 71.950 0.000000 21.450 71.990 0.000000 26.390 72.120 0.000000 36.280 72.310 0.000000 41.220 72.360 0.000000 46.160 72.330 0.000000 56.100 72.390 0.000000 65.980 72.300 0.000000 70.930 72.290 0.000000 80.810 72.420 0.000000 85.810 72.370 0.000000 90.750 72.280 0.000000 95.690 72.360 0.000000 100.630 72.500 0.000000 105.570 72.580 0.000000 115.510 72.600 0.000000 124.750 72.800 0.000000 129.040 72.830 0.000000 137.620 72.630 0.000000 141.960 72.570 0.000000 161.350 72.170 0.000000 170.740 72.200 0.000000 180.140 72.340 0.000000 184.860 72.300 0.000000 189.530 72.320 0.000000 194.260 72.190 0.000000 198.930 72.320 0.000000 203.660 72.390 0.000000 208.330 72.260 0.000000 213.050 72.240 0.000000 217.940 72.490 0.000000 227.710 72.570 0.000000 232.600 72.640 0.000000 237.490 72.400 0.000000 242.380 72.640 0.000000 247.260 72.640 0.000000 263.560 72.830 0.000000 269.580 72.690 0.000000 273.980 72.810 0.000000 278.440 72.610 0.000000 281.970 72.630 0.000000 285.500 72.730 0.000000 290.110 72.930 0.000000 294.680 73.250 0.000000 297.550 73.380 0.000000 300.430 73.320 0.000000 305.160 73.330 0.000000 309.880 73.470 0.000000 314.610 73.550 0.000000 319.330 73.510 0.000000 324.060 73.350 0.000000 328.780 73.160 0.000000 333.510 73.090 0.000000 338.230 73.090 0.000000 342.960 72.930 0.000000 347.680 73.000 0.000000 352.400 72.970 0.000000 355.990 73.010 0.000000 359.570 73.080 0.000000 370.330 73.130 0.000000 376.410 73.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1073 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 378.530 73.110 0.000000 382.220 73.130 0.000000 386.460 73.110 0.000000 390.150 72.970 0.000000 393.900 72.930 0.000000 397.860 73.000 0.000000 401.880 73.030 0.000000 405.900 72.980 0.000000 412.630 72.840 0.000000 415.350 72.730 0.000000 420.130 72.710 0.000000 429.680 72.810 0.000000 434.460 72.790 0.000000 439.240 72.710 0.000000 444.020 72.740 0.000000 453.580 72.930 0.000000 463.140 72.800 0.000000 477.420 72.910 0.000000 482.200 72.900 0.000000 486.980 72.810 0.000000 501.320 72.840 0.000000 510.170 72.950 0.000000 523.850 72.890 0.000000 538.250 72.950 0.000000 543.080 72.890 0.000000 --------------------------------------------------------------------- Name: XA2730E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 72.983 0.000000 4.810 72.923 0.000000 9.600 72.775 0.000000 14.410 72.542 0.000000 19.200 72.357 0.000000 24.010 72.344 0.000000 28.800 72.317 0.000000 33.610 72.129 0.000000 38.410 71.992 0.000000 43.200 71.890 0.000000 47.990 71.881 0.000000 52.910 71.898 0.000000 57.850 71.905 0.000000 62.770 71.964 0.000000 67.710 71.996 0.000000 72.650 71.898 0.000000 77.570 71.907 0.000000 82.510 71.934 0.000000 87.430 71.877 0.000000 92.370 71.859 0.000000 97.290 71.953 0.000000 102.230 71.948 0.000000 107.150 71.980 0.000000 112.200 72.056 0.000000 117.250 71.956 0.000000 122.300 71.835 0.000000 127.350 71.830 0.000000 132.610 71.916 0.000000 137.840 71.959 0.000000 143.080 72.017 0.000000 148.310 72.161 0.000000 153.570 72.166 0.000000 158.800 72.048 0.000000 164.040 71.907 0.000000 169.270 71.767 0.000000 174.530 71.688 0.000000 179.760 71.751 0.000000 185.000 71.802 0.000000 --------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1074 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: XA2740B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.620 0.000000 3.940 71.300 0.000000 7.880 71.180 0.000000 11.830 71.180 0.000000 15.770 71.340 0.000000 19.980 71.440 0.000000 24.190 71.450 0.000000 29.210 71.230 0.000000 34.040 71.230 0.000000 37.900 71.130 0.000000 41.660 70.990 0.000000 46.230 70.990 0.000000 50.710 71.350 0.000000 54.290 71.440 0.000000 58.860 71.450 0.000000 61.550 71.410 0.000000 65.310 71.220 0.000000 70.240 71.270 0.000000 75.260 71.290 0.000000 80.180 71.220 0.000000 85.110 71.370 0.000000 90.130 71.300 0.000000 96.580 71.260 0.000000 101.420 71.000 0.000000 105.090 70.860 0.000000 108.500 70.760 0.000000 112.710 70.710 0.000000 121.130 70.850 0.000000 125.070 70.780 0.000000 131.430 70.800 0.000000 138.960 71.100 0.000000 147.560 71.220 0.000000 151.230 71.460 0.000000 154.990 71.800 0.000000 159.380 72.050 0.000000 161.710 72.080 0.000000 167.000 71.920 0.000000 174.440 71.940 0.000000 178.920 71.980 0.000000 183.130 71.900 0.000000 187.340 71.760 0.000000 199.160 71.180 0.000000 203.020 71.140 0.000000 210.540 71.200 0.000000 214.660 71.150 0.000000 219.410 71.010 0.000000 226.760 70.510 0.000000 230.520 70.390 0.000000 233.750 70.540 0.000000 236.970 70.530 0.000000 241.090 70.320 0.000000 241.160 70.020 0.000000 245.370 70.520 0.000000 248.860 71.060 0.000000 252.440 71.120 0.000000 256.030 71.020 0.000000 260.420 70.740 0.000000 264.180 70.660 0.000000 267.850 70.710 0.000000 271.620 70.810 0.000000 275.920 70.770 0.000000 279.770 70.490 0.000000 283.890 70.220 0.000000 287.650 70.150 0.000000 295.270 70.230 0.000000 299.750 70.350 0.000000 304.230 70.340 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1075 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 308.800 70.260 0.000000 322.240 70.370 0.000000 325.550 70.300 0.000000 328.870 70.300 0.000000 334.870 70.450 0.000000 337.470 70.550 0.000000 340.070 70.620 0.000000 342.390 70.500 0.000000 345.800 70.390 0.000000 348.580 70.320 0.000000 351.350 70.320 0.000000 354.850 70.420 0.000000 358.340 70.550 0.000000 361.300 70.590 0.000000 364.340 70.530 0.000000 368.110 70.490 0.000000 375.630 69.980 0.000000 380.380 69.840 0.000000 385.040 69.950 0.000000 390.860 70.140 0.000000 394.450 70.330 0.000000 398.120 70.600 0.000000 401.790 70.820 0.000000 405.470 70.780 0.000000 413.890 70.550 0.000000 417.920 70.530 0.000000 425.540 70.570 0.000000 429.750 70.650 0.000000 432.350 70.820 0.000000 434.940 70.930 0.000000 443.280 71.230 0.000000 447.400 71.420 0.000000 450.710 71.530 0.000000 454.920 71.390 0.000000 463.250 71.220 0.000000 475.890 71.080 0.000000 480.460 71.060 0.000000 486.280 71.140 0.000000 491.300 71.160 0.000000 495.780 71.200 0.000000 498.200 71.250 0.000000 500.880 71.250 0.000000 503.660 71.220 0.000000 508.320 71.080 0.000000 513.070 71.310 0.000000 517.730 71.190 0.000000 522.470 71.010 0.000000 527.130 70.970 0.000000 531.880 71.000 0.000000 540.480 71.110 0.000000 548.370 71.130 0.000000 552.310 71.070 0.000000 561.810 71.190 0.000000 566.550 71.140 0.000000 576.050 71.190 0.000000 585.550 71.310 0.000000 590.300 71.390 0.000000 595.040 71.570 0.000000 599.790 71.550 0.000000 614.040 71.270 0.000000 618.790 71.240 0.000000 622.910 71.520 0.000000 627.030 71.630 0.000000 634.910 71.530 0.000000 643.510 71.310 0.000000 647.630 71.280 0.000000 651.760 71.380 0.000000 658.560 71.450 0.000000 664.930 71.350 0.000000 671.380 71.460 0.000000 674.240 71.490 0.000000 677.110 71.460 0.000000 681.950 71.490 0.000000 686.700 71.830 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1076 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 697.000 72.170 0.000000 700.140 72.210 0.000000 712.230 72.220 0.000000 732.390 72.190 0.000000 736.330 72.200 0.000000 740.180 72.230 0.000000 744.570 72.220 0.000000 751.650 72.280 0.000000 753.980 72.280 0.000000 756.670 72.320 0.000000 759.270 72.310 0.000000 765.360 72.370 0.000000 772.530 72.390 0.000000 776.290 72.500 0.000000 779.070 72.650 0.000000 786.590 72.440 0.000000 795.460 72.480 0.000000 804.330 72.620 0.000000 816.430 72.760 0.000000 823.950 72.680 0.000000 826.640 72.600 0.000000 829.240 72.480 0.000000 833.450 72.400 0.000000 837.660 72.410 0.000000 844.380 72.510 0.000000 851.550 72.530 0.000000 855.670 72.520 0.000000 859.700 72.400 0.000000 863.820 72.330 0.000000 874.930 72.410 0.000000 883.620 72.380 0.000000 --------------------------------------------------------------------- Name: XA2740C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.620 0.000000 4.710 71.600 0.000000 9.420 71.420 0.000000 14.140 71.360 0.000000 18.810 71.170 0.000000 23.520 70.800 0.000000 28.230 70.820 0.000000 32.940 70.780 0.000000 37.660 70.820 0.000000 42.370 70.780 0.000000 47.080 70.900 0.000000 51.790 71.410 0.000000 56.460 71.470 0.000000 61.180 71.500 0.000000 65.730 71.690 0.000000 70.280 71.750 0.000000 79.390 71.570 0.000000 83.790 71.360 0.000000 88.220 71.270 0.000000 92.620 71.250 0.000000 97.010 71.300 0.000000 101.410 71.560 0.000000 105.840 71.580 0.000000 110.310 71.670 0.000000 114.750 71.860 0.000000 119.220 71.870 0.000000 123.700 71.690 0.000000 128.170 71.650 0.000000 132.650 71.540 0.000000 137.120 71.550 0.000000 141.600 71.840 0.000000 146.070 72.160 0.000000 150.310 72.280 0.000000 154.540 72.110 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1077 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 159.450 72.080 0.000000 163.250 71.980 0.000000 167.210 71.790 0.000000 171.370 71.700 0.000000 175.530 71.670 0.000000 183.840 71.810 0.000000 191.170 71.880 0.000000 195.530 71.850 0.000000 199.880 71.790 0.000000 207.210 71.650 0.000000 210.690 71.630 0.000000 214.170 71.640 0.000000 225.260 71.500 0.000000 228.940 71.550 0.000000 232.670 71.690 0.000000 236.940 71.900 0.000000 241.020 72.030 0.000000 245.140 72.050 0.000000 251.990 71.990 0.000000 254.920 71.890 0.000000 259.830 71.820 0.000000 263.630 71.710 0.000000 268.580 71.650 0.000000 275.980 71.660 0.000000 283.230 71.510 0.000000 286.870 71.480 0.000000 293.090 71.530 0.000000 297.840 71.590 0.000000 302.630 71.700 0.000000 307.380 71.830 0.000000 312.170 71.880 0.000000 316.930 71.780 0.000000 326.270 71.810 0.000000 346.070 71.530 0.000000 349.630 71.510 0.000000 354.420 71.530 0.000000 358.980 71.500 0.000000 364.880 71.490 0.000000 368.480 71.170 0.000000 372.040 71.100 0.000000 387.530 71.170 0.000000 391.800 71.370 0.000000 395.960 71.620 0.000000 --------------------------------------------------------------------- Name: XA2750B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.240 0.000000 4.020 61.010 0.000000 8.060 61.260 0.000000 13.080 61.410 0.000000 15.450 61.430 0.000000 19.880 61.550 0.000000 24.310 61.730 0.000000 28.240 61.830 0.000000 34.000 61.830 0.000000 37.600 61.860 0.000000 49.770 61.720 0.000000 54.760 61.760 0.000000 64.710 62.070 0.000000 67.580 62.080 0.000000 73.010 61.860 0.000000 77.350 61.760 0.000000 81.730 61.620 0.000000 84.240 61.600 0.000000 86.750 61.390 0.000000 90.380 61.310 0.000000 94.040 61.140 0.000000 106.420 61.640 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1078 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 110.050 62.010 0.000000 118.230 62.140 0.000000 122.720 62.280 0.000000 129.040 62.320 0.000000 131.940 62.330 0.000000 134.830 62.320 0.000000 139.650 62.250 0.000000 146.790 61.750 0.000000 150.370 61.560 0.000000 154.330 61.470 0.000000 158.310 61.250 0.000000 162.950 61.170 0.000000 172.250 61.240 0.000000 181.560 61.260 0.000000 186.220 61.430 0.000000 190.860 60.990 0.000000 195.530 60.950 0.000000 200.170 61.120 0.000000 204.800 61.190 0.000000 214.110 61.070 0.000000 218.360 61.160 0.000000 222.610 61.180 0.000000 226.840 61.030 0.000000 231.090 61.050 0.000000 235.310 60.790 0.000000 239.920 60.580 0.000000 244.530 60.490 0.000000 249.140 60.570 0.000000 258.350 60.900 0.000000 262.960 60.970 0.000000 272.170 60.830 0.000000 276.780 60.840 0.000000 281.390 60.950 0.000000 284.990 61.180 0.000000 288.630 61.630 0.000000 291.280 61.750 0.000000 295.360 62.160 0.000000 --------------------------------------------------------------------- Name: XA2750C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 64.160 0.000000 21.280 64.050 0.000000 41.890 63.990 0.000000 81.770 63.990 0.000000 96.690 63.970 0.000000 111.670 63.900 0.000000 126.590 63.760 0.000000 141.520 63.510 0.000000 151.420 63.290 0.000000 161.390 62.850 0.000000 166.350 62.710 0.000000 171.360 62.150 0.000000 176.320 61.830 0.000000 181.330 61.840 0.000000 191.240 61.670 0.000000 211.180 61.710 0.000000 216.130 61.760 0.000000 221.080 61.750 0.000000 226.100 61.700 0.000000 231.050 61.750 0.000000 241.020 61.730 0.000000 250.990 61.680 0.000000 255.940 61.700 0.000000 265.910 61.620 0.000000 270.860 61.650 0.000000 275.820 61.630 0.000000 285.790 61.520 0.000000 295.760 61.610 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1079 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 300.710 61.610 0.000000 310.680 61.420 0.000000 320.340 61.390 0.000000 334.410 61.270 0.000000 339.050 61.190 0.000000 348.470 61.240 0.000000 353.120 61.140 0.000000 357.830 61.170 0.000000 362.480 61.240 0.000000 367.190 61.240 0.000000 371.900 61.350 0.000000 381.680 61.430 0.000000 386.630 61.430 0.000000 396.420 61.380 0.000000 401.310 61.380 0.000000 411.160 61.260 0.000000 416.050 61.270 0.000000 430.360 61.460 0.000000 444.490 61.480 0.000000 449.200 61.430 0.000000 453.910 61.280 0.000000 458.620 61.360 0.000000 467.790 61.380 0.000000 472.320 61.420 0.000000 476.840 61.390 0.000000 481.370 61.300 0.000000 485.950 61.290 0.000000 499.530 61.360 0.000000 503.930 61.310 0.000000 508.400 61.150 0.000000 521.670 61.090 0.000000 526.130 61.150 0.000000 535.180 61.100 0.000000 539.770 61.050 0.000000 544.360 61.040 0.000000 558.120 61.130 0.000000 562.460 61.180 0.000000 566.800 61.180 0.000000 571.150 61.260 0.000000 575.550 61.390 0.000000 579.890 61.440 0.000000 584.230 61.410 0.000000 588.820 61.500 0.000000 593.350 61.640 0.000000 597.930 61.470 0.000000 602.460 61.110 0.000000 611.570 60.240 0.000000 --------------------------------------------------------------------- Name: XA2760B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 65.140 0.000000 4.870 65.140 0.000000 19.400 65.140 0.000000 24.270 65.140 0.000000 33.980 65.140 0.000000 38.810 65.140 0.000000 43.680 65.140 0.000000 48.510 65.140 0.000000 53.380 65.140 0.000000 68.540 65.140 0.000000 72.350 65.140 0.000000 83.740 65.140 0.000000 86.370 65.140 0.000000 89.000 65.140 0.000000 92.890 65.140 0.000000 96.820 65.140 0.000000 108.560 65.140 0.000000 113.430 65.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1080 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 132.880 65.140 0.000000 137.630 65.140 0.000000 142.380 65.140 0.000000 147.140 65.140 0.000000 151.890 65.140 0.000000 156.640 65.140 0.000000 161.390 65.140 0.000000 166.150 65.140 0.000000 170.900 65.140 0.000000 175.650 65.140 0.000000 180.400 65.140 0.000000 185.160 65.140 0.000000 189.910 65.140 0.000000 194.660 65.140 0.000000 199.410 65.140 0.000000 204.250 65.140 0.000000 223.570 65.140 0.000000 228.400 65.140 0.000000 238.060 65.140 0.000000 247.690 65.140 0.000000 252.520 65.140 0.000000 257.350 65.140 0.000000 281.510 65.140 0.000000 296.000 65.140 0.000000 305.660 65.140 0.000000 310.490 65.140 0.000000 329.780 65.140 0.000000 334.650 65.140 0.000000 339.480 65.140 0.000000 344.310 65.150 0.000000 358.840 65.650 0.000000 368.550 65.920 0.000000 373.420 65.990 0.000000 378.250 66.110 0.000000 383.080 66.240 0.000000 392.780 66.600 0.000000 --------------------------------------------------------------------- Name: XA2760C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.760 0.000000 4.800 66.710 0.000000 9.570 66.620 0.000000 14.370 66.580 0.000000 19.140 66.570 0.000000 23.310 66.480 0.000000 27.490 66.380 0.000000 31.210 66.360 0.000000 34.930 66.370 0.000000 38.160 66.410 0.000000 41.370 66.450 0.000000 44.950 66.500 0.000000 48.670 66.570 0.000000 52.360 66.650 0.000000 56.080 66.700 0.000000 60.910 66.600 0.000000 65.740 66.500 0.000000 70.590 66.450 0.000000 75.420 66.450 0.000000 80.250 66.350 0.000000 84.420 66.300 0.000000 88.600 66.250 0.000000 92.770 66.270 0.000000 96.920 66.270 0.000000 101.060 66.280 0.000000 106.000 66.280 0.000000 110.920 66.350 0.000000 115.860 66.320 0.000000 120.770 66.120 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1081 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 125.710 65.790 0.000000 130.620 65.550 0.000000 135.560 65.340 0.000000 140.530 65.490 0.000000 145.470 65.520 0.000000 150.410 65.500 0.000000 155.360 65.180 0.000000 160.300 65.030 0.000000 165.270 64.950 0.000000 170.210 65.000 0.000000 175.150 64.930 0.000000 180.090 64.890 0.000000 185.030 64.830 0.000000 189.970 64.840 0.000000 194.940 64.790 0.000000 199.880 64.760 0.000000 204.820 64.670 0.000000 209.760 64.670 0.000000 214.700 64.760 0.000000 219.670 64.790 0.000000 224.610 64.740 0.000000 229.550 64.760 0.000000 234.490 64.740 0.000000 239.440 64.730 0.000000 244.410 64.780 0.000000 249.350 64.760 0.000000 254.290 64.730 0.000000 259.230 64.640 0.000000 264.170 64.530 0.000000 269.110 64.500 0.000000 274.080 64.440 0.000000 279.020 64.430 0.000000 283.960 64.420 0.000000 --------------------------------------------------------------------- Name: XA2770B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.400 0.000000 9.690 69.210 0.000000 14.540 69.160 0.000000 19.400 69.280 0.000000 24.230 69.440 0.000000 29.090 69.530 0.000000 33.920 69.600 0.000000 38.780 69.720 0.000000 43.630 69.740 0.000000 48.470 69.700 0.000000 58.180 69.860 0.000000 63.010 69.820 0.000000 67.870 69.840 0.000000 72.700 69.960 0.000000 77.560 69.950 0.000000 81.960 70.000 0.000000 86.360 69.990 0.000000 95.160 70.150 0.000000 108.360 70.280 0.000000 122.290 70.280 0.000000 129.970 70.380 0.000000 138.470 70.310 0.000000 143.210 70.390 0.000000 147.960 70.430 0.000000 152.680 70.500 0.000000 157.430 70.550 0.000000 166.900 70.510 0.000000 176.370 70.600 0.000000 181.120 70.590 0.000000 --------------------------------------------------------------------- Name: XA2770C Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1082 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.640 0.000000 5.010 69.670 0.000000 9.980 69.650 0.000000 19.990 69.720 0.000000 39.960 69.650 0.000000 44.960 69.670 0.000000 49.970 69.600 0.000000 54.950 69.490 0.000000 84.920 69.480 0.000000 89.930 69.410 0.000000 99.910 69.430 0.000000 104.920 69.380 0.000000 109.920 69.420 0.000000 119.280 69.440 0.000000 123.660 69.490 0.000000 128.450 69.370 0.000000 130.980 69.420 0.000000 133.550 69.410 0.000000 141.490 69.460 0.000000 149.750 69.390 0.000000 154.070 69.430 0.000000 158.390 69.410 0.000000 166.990 69.460 0.000000 171.310 69.430 0.000000 174.720 69.480 0.000000 178.130 69.480 0.000000 181.510 69.420 0.000000 190.090 69.370 0.000000 198.630 69.280 0.000000 211.520 69.330 0.000000 215.900 69.380 0.000000 224.600 69.320 0.000000 232.110 69.310 0.000000 235.580 69.340 0.000000 239.060 69.320 0.000000 242.120 69.370 0.000000 248.910 69.360 0.000000 256.270 69.420 0.000000 259.360 69.420 0.000000 266.680 69.500 0.000000 275.980 69.430 0.000000 282.860 69.470 0.000000 289.240 69.460 0.000000 292.150 69.420 0.000000 299.160 69.420 0.000000 302.670 69.370 0.000000 309.710 69.500 0.000000 312.900 69.400 0.000000 --------------------------------------------------------------------- Name: XA2780B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.500 0.000000 3.630 71.500 0.000000 7.190 71.500 0.000000 10.820 71.500 0.000000 15.220 71.500 0.000000 19.610 71.500 0.000000 24.080 71.500 0.000000 32.950 71.500 0.000000 36.300 71.500 0.000000 39.650 71.500 0.000000 42.020 71.500 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1083 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 58.010 71.500 0.000000 60.590 71.500 0.000000 63.520 71.500 0.000000 70.850 71.500 0.000000 73.990 71.500 0.000000 77.130 71.500 0.000000 82.090 71.500 0.000000 90.120 71.500 0.000000 93.890 71.500 0.000000 97.590 71.730 0.000000 102.330 71.620 0.000000 106.030 71.600 0.000000 109.800 71.690 0.000000 113.500 71.820 0.000000 118.180 71.830 0.000000 122.790 72.160 0.000000 130.250 72.320 0.000000 161.810 72.680 0.000000 164.950 72.680 0.000000 169.340 72.620 0.000000 177.650 72.570 0.000000 206.060 72.510 0.000000 224.420 72.440 0.000000 237.890 72.460 0.000000 246.620 72.530 0.000000 251.430 72.490 0.000000 263.370 72.250 0.000000 267.280 72.220 0.000000 291.080 72.190 0.000000 300.650 72.030 0.000000 304.280 72.010 0.000000 311.610 72.040 0.000000 315.860 72.110 0.000000 320.050 72.250 0.000000 323.890 72.350 0.000000 328.010 72.370 0.000000 340.360 72.340 0.000000 356.490 72.410 0.000000 371.640 72.530 0.000000 374.850 72.410 0.000000 380.920 72.350 0.000000 396.770 72.250 0.000000 408.980 72.130 0.000000 412.960 72.150 0.000000 415.680 72.200 0.000000 423.780 72.380 0.000000 431.320 72.230 0.000000 438.720 72.200 0.000000 443.670 72.270 0.000000 447.370 72.430 0.000000 451.070 72.470 0.000000 454.770 72.430 0.000000 457.570 72.440 0.000000 462.660 72.480 0.000000 466.780 72.460 0.000000 474.390 72.510 0.000000 478.580 72.430 0.000000 482.690 72.410 0.000000 485.980 72.350 0.000000 489.190 72.370 0.000000 494.000 72.500 0.000000 498.820 72.500 0.000000 503.640 72.430 0.000000 511.450 72.370 0.000000 527.020 72.380 0.000000 531.490 72.330 0.000000 541.470 72.370 0.000000 545.170 72.320 0.000000 548.870 72.330 0.000000 552.570 72.370 0.000000 557.040 72.360 0.000000 564.920 72.250 0.000000 569.880 72.390 0.000000 574.770 72.490 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1084 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 579.650 72.410 0.000000 589.420 72.410 0.000000 603.600 72.280 0.000000 616.580 72.280 0.000000 624.820 72.350 0.000000 628.790 72.260 0.000000 632.700 72.150 0.000000 636.750 72.130 0.000000 640.800 72.140 0.000000 644.780 72.120 0.000000 647.570 72.160 0.000000 661.390 72.150 0.000000 673.610 72.050 0.000000 686.450 72.120 0.000000 693.780 72.110 0.000000 698.040 72.190 0.000000 --------------------------------------------------------------------- Name: XA2780C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.580 0.000000 4.980 71.560 0.000000 9.960 71.610 0.000000 14.930 71.610 0.000000 19.880 71.570 0.000000 24.860 71.710 0.000000 29.830 71.770 0.000000 34.810 71.700 0.000000 39.790 71.680 0.000000 44.770 71.500 0.000000 49.750 71.500 0.000000 54.730 71.500 0.000000 59.670 71.500 0.000000 64.650 71.500 0.000000 69.630 71.550 0.000000 74.600 71.650 0.000000 84.560 71.610 0.000000 89.540 71.620 0.000000 94.480 71.690 0.000000 99.460 71.710 0.000000 104.440 71.560 0.000000 114.390 71.500 0.000000 119.370 71.540 0.000000 124.350 71.730 0.000000 129.330 71.690 0.000000 134.270 71.530 0.000000 139.250 71.560 0.000000 144.230 71.500 0.000000 149.210 71.500 0.000000 154.190 71.500 0.000000 159.160 71.500 0.000000 164.140 71.500 0.000000 169.120 71.500 0.000000 174.060 71.500 0.000000 179.040 71.500 0.000000 184.020 71.500 0.000000 189.000 71.500 0.000000 198.950 71.500 0.000000 203.930 71.500 0.000000 208.880 71.500 0.000000 213.260 71.500 0.000000 217.610 71.500 0.000000 226.330 71.500 0.000000 230.680 71.500 0.000000 235.030 71.500 0.000000 238.570 71.500 0.000000 241.340 71.500 0.000000 244.070 71.500 0.000000 247.750 71.500 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1085 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 251.440 71.500 0.000000 255.850 71.500 0.000000 260.240 71.500 0.000000 264.650 71.500 0.000000 268.300 71.500 0.000000 271.940 71.500 0.000000 276.640 71.500 0.000000 281.340 71.500 0.000000 286.040 71.500 0.000000 290.740 71.500 0.000000 295.190 71.500 0.000000 299.680 71.500 0.000000 303.880 71.500 0.000000 308.120 71.500 0.000000 312.330 71.500 0.000000 316.570 71.500 0.000000 320.780 71.500 0.000000 324.710 71.500 0.000000 328.600 71.500 0.000000 335.930 71.500 0.000000 339.330 71.500 0.000000 343.080 71.500 0.000000 346.830 71.500 0.000000 350.580 71.500 0.000000 --------------------------------------------------------------------- Name: XA2790B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 41.990 0.000000 4.210 42.010 0.000000 8.370 41.920 0.000000 14.860 41.980 0.000000 21.050 42.140 0.000000 28.460 42.130 0.000000 32.620 42.190 0.000000 40.940 42.370 0.000000 45.710 42.410 0.000000 49.920 42.520 0.000000 54.130 42.550 0.000000 57.480 42.480 0.000000 59.760 42.470 0.000000 64.630 42.360 0.000000 69.450 42.220 0.000000 74.010 41.980 0.000000 78.580 41.580 0.000000 83.090 40.930 0.000000 87.660 40.400 0.000000 92.230 39.920 0.000000 105.870 38.400 0.000000 108.970 38.140 0.000000 113.020 37.740 0.000000 116.730 37.490 0.000000 120.480 37.400 0.000000 132.350 37.400 0.000000 136.460 37.400 0.000000 140.370 37.400 0.000000 144.220 37.400 0.000000 148.740 37.400 0.000000 152.590 37.400 0.000000 156.450 37.400 0.000000 160.300 37.400 0.000000 164.160 37.400 0.000000 168.070 37.400 0.000000 175.830 37.400 0.000000 179.730 37.400 0.000000 183.790 37.400 0.000000 188.000 37.400 0.000000 192.260 37.400 0.000000 196.220 37.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1086 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 203.980 37.400 0.000000 207.840 37.400 0.000000 211.130 37.400 0.000000 215.800 37.400 0.000000 220.470 37.400 0.000000 223.770 37.400 0.000000 227.820 37.400 0.000000 232.030 37.400 0.000000 236.300 37.400 0.000000 240.250 37.400 0.000000 244.110 37.400 0.000000 251.870 37.400 0.000000 255.780 37.400 0.000000 259.630 37.400 0.000000 263.540 37.400 0.000000 267.390 37.400 0.000000 271.300 37.400 0.000000 275.310 37.400 0.000000 283.780 37.400 0.000000 288.190 37.400 0.000000 291.950 37.400 0.000000 295.650 37.400 0.000000 303.610 37.400 0.000000 307.720 37.400 0.000000 315.230 37.400 0.000000 319.640 37.400 0.000000 327.050 37.400 0.000000 332.480 37.400 0.000000 336.180 37.400 0.000000 344.300 37.400 0.000000 351.750 37.400 0.000000 355.860 37.400 0.000000 359.770 37.400 0.000000 363.830 37.490 0.000000 368.090 37.510 0.000000 372.300 37.400 0.000000 375.600 37.400 0.000000 380.110 37.400 0.000000 383.970 37.480 0.000000 387.820 37.540 0.000000 395.580 37.540 0.000000 399.490 37.470 0.000000 403.350 37.570 0.000000 407.250 37.450 0.000000 419.480 37.400 0.000000 431.100 37.400 0.000000 435.000 37.410 0.000000 438.910 37.400 0.000000 442.760 37.490 0.000000 446.670 37.400 0.000000 450.520 37.580 0.000000 454.380 37.490 0.000000 458.240 37.600 0.000000 462.750 37.400 0.000000 466.050 37.400 0.000000 470.260 37.400 0.000000 474.470 37.400 0.000000 478.580 37.420 0.000000 482.480 37.630 0.000000 486.540 37.660 0.000000 490.300 37.740 0.000000 494.000 37.740 0.000000 498.970 37.670 0.000000 503.130 37.820 0.000000 507.290 37.660 0.000000 --------------------------------------------------------------------- Name: XA2790C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1087 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.000 37.660 0.000000 4.150 37.500 0.000000 8.400 37.710 0.000000 15.690 37.530 0.000000 18.300 37.730 0.000000 20.880 37.650 0.000000 24.540 37.590 0.000000 36.040 37.400 0.000000 39.700 37.400 0.000000 42.540 37.400 0.000000 45.420 37.400 0.000000 49.040 37.400 0.000000 56.290 37.400 0.000000 59.350 37.400 0.000000 62.410 37.400 0.000000 67.300 37.400 0.000000 72.160 37.400 0.000000 77.050 37.400 0.000000 86.840 37.400 0.000000 91.020 37.400 0.000000 95.210 37.400 0.000000 104.580 37.400 0.000000 109.250 37.400 0.000000 113.920 37.400 0.000000 118.590 37.400 0.000000 123.260 37.400 0.000000 125.830 37.400 0.000000 128.410 37.400 0.000000 135.660 37.400 0.000000 139.880 37.400 0.000000 147.310 37.400 0.000000 151.750 37.400 0.000000 156.530 37.400 0.000000 161.280 37.400 0.000000 166.020 37.400 0.000000 170.800 37.400 0.000000 175.540 37.400 0.000000 180.290 37.400 0.000000 185.070 37.400 0.000000 189.810 37.400 0.000000 194.590 37.400 0.000000 199.340 37.510 0.000000 208.860 38.040 0.000000 218.350 38.710 0.000000 223.130 38.990 0.000000 227.870 38.960 0.000000 232.620 38.870 0.000000 237.280 38.830 0.000000 241.990 38.710 0.000000 246.660 38.680 0.000000 256.000 38.770 0.000000 260.850 38.870 0.000000 265.670 38.730 0.000000 278.740 39.120 0.000000 282.290 39.290 0.000000 290.510 40.450 0.000000 298.200 41.160 0.000000 307.580 40.830 0.000000 312.250 40.550 0.000000 316.910 40.420 0.000000 321.580 40.410 0.000000 326.250 40.250 0.000000 328.680 40.080 0.000000 333.420 39.660 0.000000 337.050 39.460 0.000000 340.710 39.340 0.000000 345.260 39.250 0.000000 349.330 39.440 0.000000 353.440 39.720 0.000000 357.550 40.150 0.000000 361.620 40.710 0.000000 365.430 41.450 0.000000 369.350 41.760 0.000000 373.500 41.860 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1088 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA2800B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 36.850 0.000000 4.210 36.730 0.000000 11.510 36.330 0.000000 15.680 36.180 0.000000 19.840 36.100 0.000000 23.960 36.130 0.000000 28.390 36.250 0.000000 31.750 36.300 0.000000 35.960 36.130 0.000000 40.170 35.980 0.000000 44.160 35.950 0.000000 48.060 35.960 0.000000 52.090 36.020 0.000000 59.740 35.870 0.000000 63.550 35.870 0.000000 67.310 35.810 0.000000 71.080 35.670 0.000000 75.290 35.380 0.000000 79.720 35.240 0.000000 84.200 35.180 0.000000 88.360 35.020 0.000000 91.770 35.040 0.000000 95.300 34.940 0.000000 98.840 34.680 0.000000 102.380 34.740 0.000000 105.870 35.140 0.000000 112.230 34.610 0.000000 116.980 34.370 0.000000 120.830 34.080 0.000000 124.150 34.120 0.000000 127.150 34.120 0.000000 130.100 34.160 0.000000 137.400 33.930 0.000000 141.080 33.870 0.000000 150.170 34.070 0.000000 154.690 33.880 0.000000 159.260 33.480 0.000000 163.780 33.260 0.000000 168.350 33.570 0.000000 172.870 34.200 0.000000 177.400 33.540 0.000000 181.970 33.190 0.000000 191.010 33.340 0.000000 195.540 33.820 0.000000 200.100 33.910 0.000000 204.630 33.710 0.000000 209.150 33.620 0.000000 211.970 33.850 0.000000 216.140 34.060 0.000000 220.350 34.100 0.000000 224.740 34.360 0.000000 228.410 34.250 0.000000 239.870 34.140 0.000000 243.990 34.210 0.000000 251.430 34.150 0.000000 259.980 34.450 0.000000 268.180 34.070 0.000000 272.030 33.670 0.000000 275.880 33.710 0.000000 279.730 33.560 0.000000 283.580 33.800 0.000000 291.830 33.590 0.000000 296.040 33.110 0.000000 300.020 33.280 0.000000 303.870 33.340 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1089 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 307.720 33.660 0.000000 311.580 33.730 0.000000 315.430 33.890 0.000000 319.280 33.790 0.000000 323.760 33.810 0.000000 327.030 33.610 0.000000 331.240 33.900 0.000000 335.400 33.890 0.000000 339.480 34.000 0.000000 343.960 34.060 0.000000 347.180 34.200 0.000000 351.120 34.120 0.000000 359.540 34.600 0.000000 371.370 34.440 0.000000 375.440 34.610 0.000000 380.190 34.730 0.000000 389.550 34.730 0.000000 394.160 34.850 0.000000 398.820 35.110 0.000000 403.480 35.240 0.000000 412.750 35.000 0.000000 417.410 35.080 0.000000 421.210 35.250 0.000000 425.060 35.390 0.000000 429.950 35.420 0.000000 436.170 35.400 0.000000 441.050 35.430 0.000000 443.650 35.370 0.000000 447.860 35.360 0.000000 --------------------------------------------------------------------- Name: XA2810B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 37.800 0.000000 4.180 37.870 0.000000 8.160 37.980 0.000000 15.820 37.950 0.000000 19.650 37.830 0.000000 23.460 37.790 0.000000 27.340 37.570 0.000000 35.650 37.600 0.000000 38.290 37.930 0.000000 40.970 37.710 0.000000 44.060 37.590 0.000000 47.190 37.520 0.000000 49.830 37.790 0.000000 52.480 37.690 0.000000 56.160 37.760 0.000000 59.840 37.790 0.000000 67.870 37.930 0.000000 71.550 37.970 0.000000 74.200 38.100 0.000000 76.840 38.030 0.000000 84.150 38.290 0.000000 88.480 38.350 0.000000 92.180 38.450 0.000000 104.350 38.580 0.000000 108.160 38.270 0.000000 111.990 38.160 0.000000 115.210 37.940 0.000000 119.420 37.990 0.000000 123.600 38.240 0.000000 127.880 38.400 0.000000 132.140 38.040 0.000000 135.440 38.230 0.000000 139.880 38.130 0.000000 143.710 38.350 0.000000 147.540 38.500 0.000000 151.520 38.580 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1090 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 155.700 38.550 0.000000 159.880 38.480 0.000000 167.690 38.400 0.000000 175.350 38.580 0.000000 183.560 38.400 0.000000 187.640 38.440 0.000000 195.960 38.700 0.000000 199.840 38.790 0.000000 211.300 38.900 0.000000 219.110 39.090 0.000000 223.290 39.270 0.000000 227.480 39.370 0.000000 239.120 39.760 0.000000 242.370 39.800 0.000000 251.940 39.400 0.000000 --------------------------------------------------------------------- Name: XA2810C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 40.350 0.000000 4.460 40.420 0.000000 7.740 40.440 0.000000 11.030 40.560 0.000000 15.880 40.350 0.000000 20.730 40.210 0.000000 25.580 40.300 0.000000 31.850 40.530 0.000000 35.670 40.440 0.000000 39.550 40.160 0.000000 43.370 39.690 0.000000 47.190 39.490 0.000000 54.640 39.230 0.000000 57.190 39.250 0.000000 59.730 39.200 0.000000 63.950 39.050 0.000000 68.160 39.040 0.000000 71.740 39.210 0.000000 75.810 39.370 0.000000 79.920 39.460 0.000000 82.820 39.380 0.000000 85.710 39.260 0.000000 89.230 39.180 0.000000 92.760 39.130 0.000000 97.320 38.870 0.000000 106.480 38.800 0.000000 115.010 38.820 0.000000 122.120 38.780 0.000000 130.400 38.830 0.000000 140.640 38.700 0.000000 145.540 38.690 0.000000 150.490 38.730 0.000000 155.390 38.720 0.000000 167.440 38.620 0.000000 173.620 38.750 0.000000 181.120 39.160 0.000000 183.660 39.220 0.000000 186.310 39.060 0.000000 189.000 38.950 0.000000 212.920 39.000 0.000000 234.330 38.870 0.000000 243.200 38.770 0.000000 247.760 38.760 0.000000 252.320 38.650 0.000000 256.870 38.650 0.000000 261.430 38.860 0.000000 264.810 38.980 0.000000 271.620 38.730 0.000000 275.740 38.680 0.000000 283.140 38.740 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1091 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 287.500 38.830 0.000000 291.860 38.810 0.000000 296.710 38.690 0.000000 300.440 38.550 0.000000 304.110 38.440 0.000000 323.370 38.040 0.000000 327.100 38.000 0.000000 335.960 37.990 0.000000 344.050 38.030 0.000000 347.870 38.090 0.000000 355.470 37.890 0.000000 359.290 37.720 0.000000 362.620 37.630 0.000000 366.640 37.560 0.000000 370.660 37.600 0.000000 374.680 37.770 0.000000 378.700 37.760 0.000000 385.900 37.670 0.000000 389.520 37.770 0.000000 396.880 38.030 0.000000 400.800 38.100 0.000000 404.670 37.930 0.000000 414.080 37.690 0.000000 418.780 37.610 0.000000 423.530 37.610 0.000000 432.940 37.720 0.000000 437.890 37.930 0.000000 442.840 37.810 0.000000 447.690 37.900 0.000000 452.540 38.120 0.000000 457.390 38.410 0.000000 462.290 38.260 0.000000 469.690 37.960 0.000000 474.060 37.960 0.000000 481.450 37.860 0.000000 485.820 37.890 0.000000 490.030 37.800 0.000000 --------------------------------------------------------------------- Name: XA2820B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 43.070 0.000000 4.060 43.070 0.000000 8.120 42.800 0.000000 12.910 42.740 0.000000 28.960 42.450 0.000000 40.280 42.400 0.000000 45.590 42.430 0.000000 50.380 42.320 0.000000 55.170 42.250 0.000000 59.930 42.230 0.000000 70.780 42.290 0.000000 73.890 42.290 0.000000 78.430 42.180 0.000000 82.970 42.110 0.000000 94.180 42.520 0.000000 97.760 42.630 0.000000 101.640 42.630 0.000000 113.580 42.510 0.000000 130.870 41.590 0.000000 135.570 41.260 0.000000 140.290 41.150 0.000000 144.990 41.180 0.000000 153.160 41.150 0.000000 157.220 41.260 0.000000 161.210 41.220 0.000000 170.200 41.220 0.000000 173.920 41.200 0.000000 180.890 41.050 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1092 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 185.290 41.000 0.000000 189.690 40.990 0.000000 198.500 40.900 0.000000 203.280 40.890 0.000000 207.370 40.940 0.000000 215.880 41.110 0.000000 226.930 41.130 0.000000 --------------------------------------------------------------------- Name: XA2820C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 41.130 0.000000 4.260 41.040 0.000000 8.260 40.890 0.000000 12.130 40.980 0.000000 19.730 41.430 0.000000 24.720 41.350 0.000000 29.700 41.230 0.000000 34.620 41.280 0.000000 39.600 41.410 0.000000 44.520 41.620 0.000000 47.270 41.800 0.000000 50.020 41.860 0.000000 52.650 41.900 0.000000 55.270 41.880 0.000000 59.400 42.000 0.000000 63.070 42.070 0.000000 70.280 42.110 0.000000 74.410 42.160 0.000000 81.620 42.130 0.000000 85.950 42.290 0.000000 90.280 42.530 0.000000 97.820 42.400 0.000000 105.820 42.510 0.000000 113.550 42.540 0.000000 121.880 42.770 0.000000 129.480 42.760 0.000000 133.480 42.720 0.000000 137.810 42.790 0.000000 142.140 42.910 0.000000 149.680 42.900 0.000000 154.130 42.920 0.000000 161.610 43.020 0.000000 169.610 43.190 0.000000 173.670 43.260 0.000000 182.000 43.150 0.000000 185.930 42.980 0.000000 189.800 42.850 0.000000 193.670 42.910 0.000000 197.600 43.050 0.000000 205.140 43.070 0.000000 209.010 43.120 0.000000 211.370 43.130 0.000000 214.190 43.100 0.000000 216.940 42.970 0.000000 224.350 42.770 0.000000 228.090 42.700 0.000000 231.360 42.590 0.000000 242.050 42.320 0.000000 246.310 42.290 0.000000 251.100 42.470 0.000000 257.590 42.880 0.000000 260.470 42.990 0.000000 263.360 43.050 0.000000 268.410 43.090 0.000000 277.450 43.110 0.000000 282.170 43.230 0.000000 286.370 43.150 0.000000 290.570 43.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1093 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 298.370 43.260 0.000000 305.840 43.150 0.000000 310.230 43.340 0.000000 314.500 43.420 0.000000 323.610 43.320 0.000000 327.350 43.380 0.000000 331.020 43.340 0.000000 334.750 43.230 0.000000 339.470 43.320 0.000000 346.950 43.130 0.000000 351.730 43.190 0.000000 360.060 43.170 0.000000 364.190 43.210 0.000000 367.860 43.320 0.000000 372.120 43.290 0.000000 376.320 43.180 0.000000 380.780 43.240 0.000000 384.520 43.070 0.000000 388.190 42.980 0.000000 392.640 43.180 0.000000 404.510 43.390 0.000000 408.250 43.390 0.000000 416.440 43.450 0.000000 420.180 43.500 0.000000 423.920 43.580 0.000000 428.310 43.610 0.000000 432.570 43.670 0.000000 441.230 43.650 0.000000 444.960 43.560 0.000000 448.630 43.430 0.000000 453.090 43.440 0.000000 460.570 43.020 0.000000 464.960 43.040 0.000000 468.700 42.810 0.000000 472.430 42.690 0.000000 476.890 42.900 0.000000 484.360 42.840 0.000000 488.760 42.960 0.000000 496.230 42.960 0.000000 501.610 43.000 0.000000 509.080 42.980 0.000000 513.470 43.060 0.000000 520.950 43.080 0.000000 525.340 43.130 0.000000 529.080 43.090 0.000000 532.880 43.080 0.000000 537.010 43.180 0.000000 540.880 43.220 0.000000 545.340 43.260 0.000000 549.790 43.260 0.000000 554.060 43.380 0.000000 558.380 43.710 0.000000 562.640 44.260 0.000000 566.910 45.170 0.000000 571.170 46.220 0.000000 575.430 47.040 0.000000 579.430 47.430 0.000000 583.430 47.570 0.000000 587.490 47.680 0.000000 592.280 47.940 0.000000 601.980 48.720 0.000000 606.830 49.000 0.000000 619.290 49.200 0.000000 626.830 49.410 0.000000 630.960 49.470 0.000000 638.300 49.430 0.000000 642.370 49.560 0.000000 646.430 50.040 0.000000 651.350 50.100 0.000000 655.610 50.100 0.000000 --------------------------------------------------------------------- Name: XA2830C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1094 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 39.120 0.000000 9.620 39.130 0.000000 19.230 38.910 0.000000 21.040 38.850 0.000000 25.840 38.860 0.000000 29.510 39.030 0.000000 33.310 38.940 0.000000 37.130 39.040 0.000000 40.960 39.060 0.000000 44.770 39.250 0.000000 48.580 39.270 0.000000 52.620 39.320 0.000000 57.430 39.250 0.000000 62.230 39.290 0.000000 67.030 39.210 0.000000 71.830 39.230 0.000000 76.630 39.360 0.000000 81.440 39.520 0.000000 86.240 39.750 0.000000 91.050 40.110 0.000000 95.850 40.600 0.000000 --------------------------------------------------------------------- Name: XA2840B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 43.910 0.000000 4.080 43.870 0.000000 8.150 43.730 0.000000 12.210 43.730 0.000000 16.520 43.660 0.000000 20.810 43.620 0.000000 24.880 43.490 0.000000 28.980 43.440 0.000000 33.080 43.450 0.000000 44.070 43.420 0.000000 47.120 43.460 0.000000 49.740 43.530 0.000000 52.370 43.450 0.000000 56.610 43.470 0.000000 65.150 43.610 0.000000 73.660 43.920 0.000000 76.950 44.130 0.000000 85.630 44.760 0.000000 88.340 44.690 0.000000 91.760 44.920 0.000000 95.170 45.030 0.000000 99.570 44.690 0.000000 103.960 44.700 0.000000 108.360 44.940 0.000000 117.150 45.660 0.000000 121.550 45.990 0.000000 133.070 46.730 0.000000 141.220 47.170 0.000000 145.430 47.310 0.000000 149.100 47.310 0.000000 156.070 47.180 0.000000 159.420 47.020 0.000000 169.730 46.600 0.000000 179.120 45.980 0.000000 181.870 45.770 0.000000 185.820 45.500 0.000000 188.170 45.280 0.000000 192.990 45.330 0.000000 197.830 45.310 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1095 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 201.030 45.170 0.000000 205.370 45.140 0.000000 209.270 45.060 0.000000 213.390 45.070 0.000000 --------------------------------------------------------------------- Name: XA2840C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 48.280 0.000000 4.840 48.210 0.000000 9.670 48.080 0.000000 14.510 48.080 0.000000 24.140 47.900 0.000000 33.810 47.820 0.000000 48.320 47.540 0.000000 53.120 47.520 0.000000 57.080 47.440 0.000000 61.000 47.440 0.000000 70.420 47.360 0.000000 77.560 47.380 0.000000 82.490 47.340 0.000000 87.320 47.260 0.000000 92.200 47.160 0.000000 97.090 47.130 0.000000 101.970 47.190 0.000000 106.850 47.130 0.000000 116.650 46.930 0.000000 121.570 46.900 0.000000 130.510 46.860 0.000000 137.870 46.890 0.000000 144.150 46.840 0.000000 147.540 46.810 0.000000 150.900 46.710 0.000000 157.220 46.660 0.000000 161.530 46.580 0.000000 170.600 46.510 0.000000 177.180 46.390 0.000000 192.170 46.340 0.000000 194.820 46.250 0.000000 199.530 46.240 0.000000 204.150 46.190 0.000000 208.770 46.190 0.000000 213.740 46.150 0.000000 218.700 46.040 0.000000 223.630 45.990 0.000000 238.490 45.740 0.000000 248.380 45.660 0.000000 253.350 45.560 0.000000 258.310 45.560 0.000000 263.240 45.600 0.000000 278.100 45.350 0.000000 282.800 45.340 0.000000 285.330 45.310 0.000000 287.900 45.180 0.000000 290.170 45.190 0.000000 295.050 45.120 0.000000 301.230 45.120 0.000000 303.370 45.050 0.000000 307.200 45.120 0.000000 311.040 45.020 0.000000 315.530 45.100 0.000000 320.060 45.090 0.000000 324.590 44.980 0.000000 329.080 44.980 0.000000 335.480 45.030 0.000000 338.450 45.030 0.000000 341.410 44.840 0.000000 344.550 44.900 0.000000 347.680 44.720 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1096 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 351.350 44.610 0.000000 358.620 44.440 0.000000 367.420 44.410 0.000000 374.350 44.360 0.000000 378.800 44.300 0.000000 388.300 44.260 0.000000 393.000 44.100 0.000000 407.210 44.040 0.000000 415.620 43.940 0.000000 423.810 43.940 0.000000 427.600 43.880 0.000000 431.570 43.870 0.000000 435.750 43.910 0.000000 --------------------------------------------------------------------- Name: XA2850B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 44.190 0.000000 0.000 44.190 0.000000 4.370 44.270 0.000000 17.420 44.260 0.000000 21.790 44.350 0.000000 26.120 44.410 0.000000 34.520 44.350 0.000000 38.550 44.210 0.000000 44.530 44.250 0.000000 49.480 44.420 0.000000 52.320 44.700 0.000000 59.560 44.820 0.000000 63.960 44.790 0.000000 68.370 44.700 0.000000 72.770 44.660 0.000000 85.990 44.660 0.000000 90.390 44.660 0.000000 94.150 44.700 0.000000 97.940 44.480 0.000000 101.700 44.340 0.000000 106.310 44.270 0.000000 110.880 44.460 0.000000 116.820 45.100 0.000000 135.300 45.080 0.000000 150.020 45.000 0.000000 184.400 44.890 0.000000 189.290 44.860 0.000000 199.120 44.740 0.000000 204.040 44.640 0.000000 213.840 44.360 0.000000 233.480 44.260 0.000000 238.390 44.260 0.000000 243.310 44.470 0.000000 253.110 45.180 0.000000 258.030 45.210 0.000000 262.950 45.080 0.000000 267.860 45.080 0.000000 272.750 45.000 0.000000 277.670 44.980 0.000000 282.580 45.030 0.000000 287.500 45.040 0.000000 292.380 44.990 0.000000 302.220 45.020 0.000000 307.140 44.980 0.000000 312.020 45.010 0.000000 321.850 45.140 0.000000 326.770 45.260 0.000000 336.570 45.850 0.000000 --------------------------------------------------------------------- Name: XA2850C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1097 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 45.070 0.000000 15.650 44.970 0.000000 22.930 44.960 0.000000 30.590 44.800 0.000000 34.800 44.770 0.000000 47.440 44.770 0.000000 59.760 44.610 0.000000 63.670 44.570 0.000000 71.550 44.430 0.000000 79.800 44.390 0.000000 84.110 44.410 0.000000 88.410 44.360 0.000000 91.450 44.280 0.000000 99.490 44.230 0.000000 108.580 44.140 0.000000 113.130 44.190 0.000000 --------------------------------------------------------------------- Name: XA2860B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.560 0.000000 4.110 51.390 0.000000 8.400 51.250 0.000000 12.510 51.160 0.000000 16.620 51.010 0.000000 25.020 50.950 0.000000 28.770 50.990 0.000000 32.520 50.860 0.000000 35.920 50.810 0.000000 39.310 50.760 0.000000 49.850 50.710 0.000000 56.460 50.750 0.000000 59.320 50.740 0.000000 63.080 50.760 0.000000 66.650 50.780 0.000000 70.760 50.860 0.000000 79.160 51.110 0.000000 83.980 51.360 0.000000 88.630 51.530 0.000000 93.450 51.430 0.000000 98.280 51.290 0.000000 107.750 51.280 0.000000 112.570 51.140 0.000000 115.790 51.130 0.000000 123.290 50.900 0.000000 127.760 50.960 0.000000 132.230 51.140 0.000000 137.050 51.150 0.000000 141.870 51.090 0.000000 146.700 51.070 0.000000 160.990 50.720 0.000000 165.820 50.910 0.000000 170.640 51.050 0.000000 180.290 51.190 0.000000 185.120 51.200 0.000000 194.760 51.060 0.000000 199.590 50.890 0.000000 204.410 51.130 0.000000 209.060 51.240 0.000000 222.820 51.300 0.000000 227.280 51.300 0.000000 231.570 51.090 0.000000 236.040 50.960 0.000000 240.510 50.880 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1098 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 244.970 51.210 0.000000 249.800 51.290 0.000000 264.450 50.970 0.000000 269.450 50.900 0.000000 274.280 50.890 0.000000 284.110 51.220 0.000000 293.930 51.160 0.000000 298.760 51.190 0.000000 303.580 51.140 0.000000 313.410 50.990 0.000000 318.230 51.030 0.000000 323.240 51.140 0.000000 333.070 51.020 0.000000 337.890 51.010 0.000000 342.710 50.760 0.000000 347.720 50.600 0.000000 352.540 50.560 0.000000 357.540 50.590 0.000000 367.370 50.750 0.000000 376.310 50.700 0.000000 380.590 50.600 0.000000 385.420 50.710 0.000000 390.420 50.720 0.000000 395.250 50.800 0.000000 400.250 50.890 0.000000 405.250 51.050 0.000000 410.080 51.110 0.000000 419.910 50.880 0.000000 429.730 50.710 0.000000 434.740 50.710 0.000000 438.130 50.750 0.000000 448.670 50.780 0.000000 453.140 50.740 0.000000 457.430 50.580 0.000000 467.080 50.380 0.000000 470.470 50.360 0.000000 478.870 50.410 0.000000 487.270 50.420 0.000000 491.560 50.500 0.000000 494.950 50.460 0.000000 498.350 50.310 0.000000 501.920 50.250 0.000000 505.670 50.300 0.000000 509.430 50.440 0.000000 512.110 50.480 0.000000 514.610 50.470 0.000000 519.430 50.660 0.000000 524.260 50.950 0.000000 528.370 50.980 0.000000 533.010 50.810 0.000000 537.840 50.720 0.000000 540.870 50.740 0.000000 546.770 50.690 0.000000 551.420 50.730 0.000000 556.060 50.600 0.000000 560.710 50.330 0.000000 565.350 50.210 0.000000 570.000 50.430 0.000000 574.640 50.600 0.000000 579.290 50.460 0.000000 583.940 50.410 0.000000 587.870 50.390 0.000000 591.800 50.490 0.000000 595.730 50.540 0.000000 600.550 50.700 0.000000 605.200 50.710 0.000000 614.670 50.840 0.000000 619.490 50.720 0.000000 624.320 50.880 0.000000 628.960 50.870 0.000000 631.470 51.080 0.000000 634.150 51.160 0.000000 638.260 51.250 0.000000 642.540 51.260 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1099 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 646.830 51.240 0.000000 650.230 51.100 0.000000 653.440 51.030 0.000000 662.910 51.170 0.000000 666.670 51.270 0.000000 675.060 51.580 0.000000 684.000 51.590 0.000000 688.640 51.670 0.000000 693.110 51.660 0.000000 697.580 51.610 0.000000 702.050 51.710 0.000000 706.690 51.670 0.000000 711.160 51.700 0.000000 715.630 51.800 0.000000 720.270 51.870 0.000000 723.840 51.880 0.000000 729.030 51.840 0.000000 733.850 51.890 0.000000 736.530 51.820 0.000000 739.210 51.670 0.000000 744.040 51.550 0.000000 748.680 51.610 0.000000 753.510 51.730 0.000000 762.980 51.770 0.000000 767.800 51.700 0.000000 772.450 51.530 0.000000 777.270 51.530 0.000000 791.570 51.730 0.000000 796.390 51.930 0.000000 805.860 51.680 0.000000 810.510 51.650 0.000000 815.330 51.660 0.000000 820.150 51.630 0.000000 824.800 51.650 0.000000 829.630 51.590 0.000000 838.740 51.880 0.000000 843.210 51.790 0.000000 847.670 51.650 0.000000 850.170 51.610 0.000000 852.500 51.590 0.000000 855.530 51.650 0.000000 858.570 51.600 0.000000 863.570 51.580 0.000000 873.580 51.780 0.000000 877.150 51.960 0.000000 880.730 52.070 0.000000 885.730 51.780 0.000000 888.950 51.640 0.000000 893.590 51.590 0.000000 902.890 51.630 0.000000 907.530 51.690 0.000000 916.820 51.700 0.000000 921.290 51.620 0.000000 925.940 51.460 0.000000 933.620 51.550 0.000000 936.660 51.470 0.000000 942.730 51.400 0.000000 949.160 51.510 0.000000 952.920 51.480 0.000000 957.200 51.540 0.000000 961.490 51.650 0.000000 965.600 51.820 0.000000 970.250 51.820 0.000000 979.360 51.490 0.000000 983.830 51.520 0.000000 988.300 51.640 0.000000 1000.800 51.800 0.000000 1004.380 51.720 0.000000 1008.130 51.740 0.000000 1011.880 51.910 0.000000 1017.240 52.100 0.000000 1021.350 52.000 0.000000 1025.460 52.020 0.000000 1029.750 52.220 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1100 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1033.150 52.330 0.000000 1042.260 52.320 0.000000 1046.730 52.180 0.000000 1051.190 52.090 0.000000 1055.660 52.100 0.000000 1062.810 52.170 0.000000 1070.130 52.270 0.000000 1074.240 52.380 0.000000 1082.640 52.490 0.000000 1087.110 52.570 0.000000 1094.790 52.600 0.000000 1102.120 52.860 0.000000 1109.260 53.230 0.000000 1116.950 53.400 0.000000 1123.740 53.520 0.000000 1126.600 53.600 0.000000 1132.670 53.890 0.000000 1139.100 53.940 0.000000 1142.140 54.020 0.000000 1152.150 53.950 0.000000 1155.360 53.980 0.000000 1158.400 53.980 0.000000 1163.410 53.790 0.000000 1166.800 53.750 0.000000 1170.910 54.120 0.000000 1175.200 54.550 0.000000 1178.590 54.640 0.000000 1183.060 54.720 0.000000 1187.170 54.700 0.000000 1195.570 54.370 0.000000 1199.680 54.370 0.000000 1207.000 55.180 0.000000 1209.860 55.050 0.000000 1213.610 55.080 0.000000 1217.370 55.190 0.000000 1221.120 55.330 0.000000 1225.940 55.440 0.000000 1229.700 55.670 0.000000 1233.450 55.840 0.000000 1238.270 55.790 0.000000 1242.030 55.620 0.000000 1245.780 55.560 0.000000 1249.530 55.700 0.000000 1252.210 55.890 0.000000 1255.070 55.910 0.000000 1260.070 56.160 0.000000 1264.900 56.100 0.000000 1269.900 55.850 0.000000 1273.830 55.790 0.000000 1278.830 55.830 0.000000 1283.120 55.940 0.000000 1287.410 56.190 0.000000 1291.700 56.410 0.000000 1296.350 56.400 0.000000 1300.100 56.480 0.000000 1303.850 56.620 0.000000 1311.000 56.710 0.000000 1317.970 56.740 0.000000 1330.650 57.110 0.000000 1335.480 57.160 0.000000 1340.480 57.320 0.000000 1345.300 57.340 0.000000 1350.130 57.410 0.000000 1355.130 57.630 0.000000 1358.880 57.720 0.000000 1362.640 57.780 0.000000 1366.570 57.790 0.000000 1370.320 57.830 0.000000 1378.000 57.960 0.000000 1389.080 58.430 0.000000 1391.760 58.500 0.000000 1394.440 58.490 0.000000 1406.950 58.940 0.000000 1414.990 59.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1101 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1426.250 59.210 0.000000 1435.000 59.450 0.000000 1439.650 59.630 0.000000 1443.400 59.740 0.000000 1447.510 59.680 0.000000 1451.620 59.800 0.000000 1463.770 60.240 0.000000 1468.060 60.480 0.000000 1472.350 60.670 0.000000 1480.210 60.560 0.000000 1484.500 60.660 0.000000 1488.610 60.900 0.000000 1493.430 60.880 0.000000 1499.690 60.990 0.000000 1512.190 61.010 0.000000 1518.450 61.170 0.000000 1521.130 61.210 0.000000 1523.810 61.040 0.000000 1527.740 60.960 0.000000 1531.490 60.930 0.000000 1539.180 60.970 0.000000 1547.750 61.070 0.000000 1551.500 61.150 0.000000 1555.260 61.200 0.000000 1559.010 61.210 0.000000 1561.690 61.260 0.000000 1564.550 61.210 0.000000 1568.660 61.070 0.000000 1572.950 61.030 0.000000 1581.340 61.120 0.000000 1584.920 61.060 0.000000 1588.850 61.130 0.000000 1593.490 61.360 0.000000 1597.600 61.640 0.000000 1601.710 61.580 0.000000 1606.000 61.360 0.000000 1610.110 61.210 0.000000 1614.400 61.090 0.000000 1618.870 61.230 0.000000 1621.910 61.220 0.000000 1624.760 61.030 0.000000 1628.160 60.970 0.000000 1637.270 60.840 0.000000 1645.670 60.840 0.000000 1649.780 60.780 0.000000 1662.470 60.510 0.000000 1667.290 60.440 0.000000 1672.120 60.400 0.000000 1676.760 60.380 0.000000 1681.410 60.390 0.000000 1686.050 60.450 0.000000 1695.520 60.760 0.000000 1700.170 60.680 0.000000 1704.990 60.470 0.000000 1709.640 60.480 0.000000 1714.460 60.530 0.000000 1719.110 60.460 0.000000 1723.930 60.250 0.000000 1728.580 60.140 0.000000 1733.400 60.150 0.000000 1738.050 60.230 0.000000 1742.870 60.360 0.000000 1751.270 60.660 0.000000 1754.850 60.640 0.000000 1758.240 60.450 0.000000 1761.810 60.290 0.000000 1766.640 60.180 0.000000 1771.640 59.970 0.000000 1776.650 60.050 0.000000 1779.860 60.150 0.000000 1786.830 60.250 0.000000 --------------------------------------------------------------------- Name: XA2870B Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1102 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 46.770 0.000000 6.830 46.800 0.000000 9.340 46.740 0.000000 17.880 46.740 0.000000 22.330 46.820 0.000000 25.400 46.780 0.000000 28.590 46.700 0.000000 40.320 46.620 0.000000 48.180 46.540 0.000000 52.630 46.500 0.000000 63.110 46.540 0.000000 66.070 46.530 0.000000 69.140 46.420 0.000000 81.670 46.340 0.000000 95.340 46.310 0.000000 101.950 46.240 0.000000 106.620 46.270 0.000000 116.190 46.100 0.000000 130.420 46.010 0.000000 135.090 46.080 0.000000 144.550 46.060 0.000000 152.070 46.030 0.000000 155.030 45.950 0.000000 158.900 46.020 0.000000 162.770 45.990 0.000000 172.800 46.000 0.000000 182.820 45.970 0.000000 187.830 45.870 0.000000 192.850 45.890 0.000000 207.770 45.790 0.000000 217.790 45.780 0.000000 227.820 45.800 0.000000 232.830 45.690 0.000000 237.840 45.630 0.000000 242.850 45.630 0.000000 247.860 45.670 0.000000 252.760 45.640 0.000000 262.790 45.660 0.000000 267.800 45.570 0.000000 277.820 45.440 0.000000 282.830 45.470 0.000000 297.300 45.480 0.000000 304.820 45.520 0.000000 313.820 45.310 0.000000 318.370 45.320 0.000000 322.820 45.360 0.000000 331.810 45.190 0.000000 336.710 45.230 0.000000 341.720 45.200 0.000000 346.740 45.120 0.000000 351.750 45.150 0.000000 361.660 45.170 0.000000 366.670 45.020 0.000000 371.680 45.010 0.000000 381.590 45.080 0.000000 386.600 45.060 0.000000 391.620 44.970 0.000000 396.510 44.920 0.000000 406.540 44.960 0.000000 411.550 44.860 0.000000 421.460 44.780 0.000000 426.470 44.920 0.000000 436.380 44.910 0.000000 441.390 44.930 0.000000 446.410 44.810 0.000000 451.300 44.790 0.000000 456.320 44.890 0.000000 461.210 44.860 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1103 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 466.110 44.900 0.000000 471.120 44.880 0.000000 476.020 44.900 0.000000 480.920 44.980 0.000000 485.820 45.000 0.000000 490.830 44.920 0.000000 500.630 44.970 0.000000 510.540 44.940 0.000000 520.450 45.020 0.000000 530.240 45.140 0.000000 535.250 45.250 0.000000 540.150 45.220 0.000000 545.050 45.230 0.000000 554.850 45.340 0.000000 564.640 45.420 0.000000 569.430 45.530 0.000000 572.840 45.540 0.000000 575.580 45.640 0.000000 578.420 45.690 0.000000 582.980 45.760 0.000000 587.540 45.760 0.000000 592.090 45.870 0.000000 596.540 46.020 0.000000 600.980 46.070 0.000000 604.740 46.060 0.000000 609.180 46.130 0.000000 615.100 46.320 0.000000 617.950 46.320 0.000000 622.620 46.510 0.000000 627.410 46.540 0.000000 632.080 46.700 0.000000 636.970 46.810 0.000000 641.990 46.880 0.000000 651.210 47.140 0.000000 655.540 47.220 0.000000 671.720 47.760 0.000000 684.930 48.050 0.000000 696.320 48.400 0.000000 700.190 48.550 0.000000 703.380 48.630 0.000000 706.690 48.660 0.000000 712.490 48.860 0.000000 721.610 49.080 0.000000 726.510 49.240 0.000000 731.400 49.420 0.000000 756.120 50.090 0.000000 761.020 50.190 0.000000 780.730 50.800 0.000000 810.000 51.660 0.000000 848.610 52.760 0.000000 867.980 53.270 0.000000 882.450 53.620 0.000000 887.340 53.700 0.000000 895.660 53.930 0.000000 914.570 54.250 0.000000 922.880 54.420 0.000000 935.300 54.610 0.000000 939.400 54.770 0.000000 944.070 54.720 0.000000 947.030 54.730 0.000000 953.180 54.840 0.000000 956.600 54.860 0.000000 962.980 54.750 0.000000 967.530 54.840 0.000000 972.090 54.810 0.000000 987.700 55.020 0.000000 990.320 55.030 0.000000 992.820 54.970 0.000000 997.720 55.040 0.000000 1004.550 55.040 0.000000 1013.100 55.090 0.000000 1016.860 55.050 0.000000 1021.410 55.100 0.000000 1025.970 55.100 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1104 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1031.660 55.200 0.000000 1036.330 55.220 0.000000 1045.900 55.130 0.000000 1055.810 55.090 0.000000 1075.630 55.190 0.000000 1080.530 55.340 0.000000 1090.440 55.700 0.000000 1095.340 55.940 0.000000 1100.120 56.270 0.000000 1104.910 56.500 0.000000 1109.580 56.800 0.000000 1113.220 56.930 0.000000 1116.530 56.880 0.000000 1124.840 56.680 0.000000 1129.510 56.650 0.000000 1134.300 56.700 0.000000 1139.080 56.710 0.000000 --------------------------------------------------------------------- Name: XA2880B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 49.870 0.000000 9.930 49.800 0.000000 14.890 49.680 0.000000 19.860 49.480 0.000000 27.880 49.400 0.000000 35.380 49.270 0.000000 39.140 49.250 0.000000 45.230 49.410 0.000000 48.430 49.530 0.000000 56.450 49.950 0.000000 61.240 50.000 0.000000 66.030 49.950 0.000000 70.800 50.020 0.000000 75.590 50.010 0.000000 80.380 50.120 0.000000 85.140 50.180 0.000000 94.690 50.210 0.000000 99.480 50.200 0.000000 109.410 50.110 0.000000 121.330 50.120 0.000000 125.310 50.170 0.000000 129.960 50.310 0.000000 134.580 50.580 0.000000 139.230 50.960 0.000000 143.870 51.210 0.000000 151.780 50.670 0.000000 155.820 50.430 0.000000 162.290 50.300 0.000000 166.930 50.370 0.000000 170.310 50.310 0.000000 183.580 50.240 0.000000 188.120 50.160 0.000000 192.650 50.130 0.000000 197.210 50.220 0.000000 220.500 49.920 0.000000 224.020 49.980 0.000000 232.010 50.270 0.000000 236.460 50.240 0.000000 240.930 50.450 0.000000 245.410 50.540 0.000000 249.880 50.420 0.000000 254.320 50.190 0.000000 258.800 50.060 0.000000 263.270 49.990 0.000000 268.000 50.030 0.000000 276.690 50.170 0.000000 280.670 50.060 0.000000 284.630 50.200 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1105 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 288.610 50.200 0.000000 --------------------------------------------------------------------- Name: XA2880C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.330 0.000000 4.150 52.290 0.000000 12.400 52.120 0.000000 15.460 52.140 0.000000 18.530 52.050 0.000000 23.230 51.850 0.000000 27.920 51.920 0.000000 35.080 52.170 0.000000 39.980 52.170 0.000000 44.880 52.090 0.000000 49.790 51.960 0.000000 52.650 51.920 0.000000 55.440 51.910 0.000000 59.120 51.840 0.000000 66.470 51.640 0.000000 82.550 51.700 0.000000 92.700 51.840 0.000000 97.400 51.820 0.000000 106.790 51.690 0.000000 111.490 51.540 0.000000 116.190 51.180 0.000000 120.890 51.010 0.000000 130.290 51.090 0.000000 134.990 51.070 0.000000 139.690 51.110 0.000000 142.210 51.180 0.000000 152.360 51.300 0.000000 156.450 51.320 0.000000 161.350 51.280 0.000000 173.060 51.080 0.000000 179.190 51.020 0.000000 182.670 51.020 0.000000 191.520 50.780 0.000000 204.800 50.700 0.000000 209.230 50.720 0.000000 222.100 50.860 0.000000 226.390 50.800 0.000000 238.790 50.590 0.000000 242.600 50.580 0.000000 246.420 50.610 0.000000 250.230 50.810 0.000000 260.650 50.760 0.000000 274.960 50.790 0.000000 278.160 50.820 0.000000 282.580 50.900 0.000000 286.810 51.080 0.000000 293.690 51.260 0.000000 297.570 51.120 0.000000 302.000 50.810 0.000000 306.420 50.710 0.000000 315.280 50.710 0.000000 323.720 51.020 0.000000 327.740 51.070 0.000000 330.740 51.160 0.000000 333.670 51.210 0.000000 338.230 51.340 0.000000 342.720 51.240 0.000000 347.220 51.180 0.000000 356.140 51.170 0.000000 376.030 50.900 0.000000 387.880 50.950 0.000000 390.130 50.990 0.000000 396.190 50.830 0.000000 402.460 50.840 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1106 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 405.380 50.800 0.000000 408.250 50.720 0.000000 411.990 50.700 0.000000 415.670 50.750 0.000000 419.350 50.870 0.000000 428.540 51.010 0.000000 432.560 51.050 0.000000 435.900 51.060 0.000000 439.710 50.880 0.000000 443.800 50.740 0.000000 447.950 50.660 0.000000 452.040 50.650 0.000000 456.190 50.680 0.000000 458.710 50.630 0.000000 471.790 50.460 0.000000 481.120 50.420 0.000000 483.850 50.380 0.000000 486.500 50.280 0.000000 489.700 50.340 0.000000 492.970 50.340 0.000000 496.650 50.380 0.000000 508.840 50.450 0.000000 514.900 50.410 0.000000 520.760 50.280 0.000000 528.190 50.170 0.000000 548.070 50.230 0.000000 551.890 50.300 0.000000 556.380 50.200 0.000000 583.350 50.210 0.000000 587.980 50.160 0.000000 592.620 50.190 0.000000 596.290 50.190 0.000000 605.490 50.130 0.000000 609.100 50.130 0.000000 628.920 50.510 0.000000 633.550 50.580 0.000000 638.180 50.560 0.000000 641.720 50.500 0.000000 645.260 50.400 0.000000 653.440 50.230 0.000000 662.700 50.200 0.000000 667.330 50.200 0.000000 671.620 50.170 0.000000 676.590 49.970 0.000000 681.090 49.870 0.000000 --------------------------------------------------------------------- Name: XA2890B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 49.870 0.000000 9.660 49.700 0.000000 14.510 49.520 0.000000 24.170 48.990 0.000000 29.020 48.820 0.000000 38.680 48.590 0.000000 43.530 48.430 0.000000 47.970 48.420 0.000000 52.370 48.720 0.000000 56.570 48.770 0.000000 64.900 49.080 0.000000 69.620 49.090 0.000000 74.330 48.990 0.000000 79.040 48.990 0.000000 83.750 48.730 0.000000 93.170 48.760 0.000000 102.600 48.670 0.000000 107.270 48.670 0.000000 116.700 48.500 0.000000 121.410 48.510 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1107 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 126.120 48.460 0.000000 135.540 48.320 0.000000 140.260 48.230 0.000000 147.970 48.270 0.000000 151.420 48.670 0.000000 154.900 48.850 0.000000 158.930 48.770 0.000000 162.990 48.870 0.000000 167.020 48.930 0.000000 171.050 48.900 0.000000 179.890 48.900 0.000000 184.710 48.810 0.000000 194.340 48.730 0.000000 199.150 48.510 0.000000 203.930 48.500 0.000000 208.740 48.350 0.000000 213.560 48.280 0.000000 218.370 47.610 0.000000 223.190 47.090 0.000000 228.000 47.660 0.000000 232.810 48.090 0.000000 237.590 48.310 0.000000 247.220 48.110 0.000000 252.040 48.100 0.000000 256.850 48.030 0.000000 261.660 47.840 0.000000 266.270 47.610 0.000000 270.920 47.440 0.000000 275.560 47.230 0.000000 280.200 47.060 0.000000 284.850 47.000 0.000000 289.560 46.870 0.000000 294.270 46.610 0.000000 298.980 46.500 0.000000 303.690 46.490 0.000000 308.400 46.490 0.000000 313.120 46.510 0.000000 322.570 46.670 0.000000 327.290 46.870 0.000000 332.000 46.970 0.000000 336.710 47.050 0.000000 341.420 47.060 0.000000 --------------------------------------------------------------------- Name: XA2910B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 49.960 0.000000 8.180 50.020 0.000000 11.520 49.990 0.000000 16.800 49.830 0.000000 20.330 49.620 0.000000 23.810 49.350 0.000000 27.780 49.210 0.000000 31.700 49.040 0.000000 36.010 48.670 0.000000 40.320 48.460 0.000000 48.110 48.670 0.000000 55.950 48.620 0.000000 64.320 48.510 0.000000 68.290 48.510 0.000000 75.940 48.670 0.000000 80.390 48.850 0.000000 83.690 48.870 0.000000 91.380 48.860 0.000000 96.370 48.890 0.000000 101.350 48.720 0.000000 106.290 48.800 0.000000 111.270 48.970 0.000000 118.870 49.100 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1108 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 121.530 49.100 0.000000 129.760 49.210 0.000000 137.940 49.240 0.000000 141.040 49.390 0.000000 144.190 49.580 0.000000 147.330 49.880 0.000000 155.560 50.240 0.000000 159.670 50.060 0.000000 163.790 49.920 0.000000 167.900 49.840 0.000000 176.130 49.840 0.000000 179.130 49.730 0.000000 186.920 49.350 0.000000 195.350 49.490 0.000000 198.930 49.490 0.000000 209.920 49.560 0.000000 214.270 49.640 0.000000 222.940 49.960 0.000000 227.920 49.840 0.000000 253.770 49.760 0.000000 273.710 49.750 0.000000 281.840 49.770 0.000000 285.950 49.820 0.000000 302.750 49.750 0.000000 305.600 49.710 0.000000 314.900 49.750 0.000000 319.540 49.700 0.000000 324.190 49.700 0.000000 328.880 49.750 0.000000 332.030 49.730 0.000000 335.900 49.620 0.000000 339.780 49.650 0.000000 343.070 49.850 0.000000 355.750 49.820 0.000000 360.350 49.850 0.000000 365.040 49.800 0.000000 373.410 49.910 0.000000 377.960 49.930 0.000000 389.920 49.900 0.000000 394.520 49.990 0.000000 410.440 49.870 0.000000 416.590 49.880 0.000000 435.750 50.010 0.000000 459.660 50.110 0.000000 469.390 50.170 0.000000 479.120 50.270 0.000000 484.010 50.290 0.000000 --------------------------------------------------------------------- Name: XA2910D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.120 0.000000 3.539 50.130 0.000000 7.078 50.060 0.000000 9.890 50.040 0.000000 12.702 50.070 0.000000 15.320 50.060 0.000000 17.938 50.000 0.000000 20.507 49.950 0.000000 23.125 49.940 0.000000 27.343 49.930 0.000000 31.512 49.950 0.000000 35.487 50.020 0.000000 39.511 49.970 0.000000 43.487 49.920 0.000000 47.462 49.880 0.000000 50.371 49.870 0.000000 53.328 49.890 0.000000 56.237 49.890 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1109 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 59.146 49.940 0.000000 63.121 50.000 0.000000 67.048 50.030 0.000000 71.023 50.140 0.000000 74.999 50.150 0.000000 79.798 50.150 0.000000 84.598 50.200 0.000000 89.397 50.220 0.000000 94.148 50.180 0.000000 97.590 50.140 0.000000 101.033 50.030 0.000000 103.941 49.980 0.000000 106.802 50.010 0.000000 109.710 50.000 0.000000 112.571 50.010 0.000000 115.431 50.020 0.000000 118.243 50.020 0.000000 120.861 50.080 0.000000 123.479 50.110 0.000000 126.097 50.120 0.000000 128.715 50.130 0.000000 131.914 50.160 0.000000 135.114 50.210 0.000000 138.314 50.250 0.000000 141.513 50.280 0.000000 145.731 50.270 0.000000 149.997 50.220 0.000000 154.215 50.180 0.000000 158.433 50.200 0.000000 162.699 50.240 0.000000 166.917 50.150 0.000000 171.135 50.070 0.000000 175.401 50.010 0.000000 179.716 49.970 0.000000 184.079 49.950 0.000000 188.394 49.950 0.000000 192.757 49.970 0.000000 197.072 49.980 0.000000 201.435 49.910 0.000000 205.944 49.860 0.000000 210.452 49.830 0.000000 214.961 49.780 0.000000 219.469 49.700 0.000000 223.978 49.700 0.000000 228.487 49.830 0.000000 232.268 49.680 0.000000 236.050 49.610 0.000000 239.880 49.530 0.000000 243.661 49.410 0.000000 246.618 49.240 0.000000 249.576 49.120 0.000000 252.533 49.010 0.000000 255.490 48.920 0.000000 258.205 48.910 0.000000 260.968 48.920 0.000000 265.235 48.830 0.000000 269.501 48.930 0.000000 273.282 48.940 0.000000 277.161 48.910 0.000000 281.088 48.920 0.000000 285.015 48.940 0.000000 289.087 48.980 0.000000 293.159 48.990 0.000000 296.844 49.010 0.000000 300.577 48.950 0.000000 303.485 48.930 0.000000 306.394 48.930 0.000000 309.691 48.960 0.000000 312.939 48.960 0.000000 315.945 48.930 0.000000 318.902 48.920 0.000000 322.587 48.930 0.000000 326.223 49.010 0.000000 328.889 48.930 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1110 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 331.507 48.940 0.000000 334.319 48.950 0.000000 337.131 48.980 0.000000 340.233 48.980 0.000000 343.288 49.020 0.000000 346.100 49.070 0.000000 348.911 49.050 0.000000 351.675 49.010 0.000000 354.487 48.980 0.000000 357.153 48.970 0.000000 359.819 49.100 0.000000 362.486 49.240 0.000000 365.152 49.340 0.000000 367.722 49.450 0.000000 370.243 49.560 0.000000 372.812 49.690 0.000000 375.382 49.770 0.000000 379.211 49.820 0.000000 383.041 50.110 0.000000 387.308 50.260 0.000000 391.525 50.170 0.000000 394.822 50.050 0.000000 398.119 49.890 0.000000 402.143 49.750 0.000000 406.118 49.620 0.000000 410.530 49.570 0.000000 414.941 49.540 0.000000 417.850 49.530 0.000000 420.759 49.520 0.000000 423.328 49.510 0.000000 425.898 49.500 0.000000 428.516 49.500 0.000000 431.085 49.500 0.000000 435.594 49.500 0.000000 440.054 49.510 0.000000 444.126 49.520 0.000000 448.150 49.530 0.000000 452.174 49.550 0.000000 456.246 49.570 0.000000 459.010 49.580 0.000000 461.773 49.600 0.000000 464.536 49.620 0.000000 467.300 49.640 0.000000 470.936 49.670 0.000000 474.572 49.710 0.000000 477.141 49.740 0.000000 479.711 49.800 0.000000 482.232 49.860 0.000000 484.801 49.960 0.000000 --------------------------------------------------------------------- Name: XA2920B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.160 0.000000 8.450 52.920 0.000000 12.320 52.860 0.000000 16.190 52.850 0.000000 23.540 52.770 0.000000 31.990 52.630 0.000000 35.940 52.480 0.000000 40.050 52.440 0.000000 48.350 52.470 0.000000 52.450 52.550 0.000000 59.800 52.580 0.000000 63.040 52.630 0.000000 65.650 52.690 0.000000 68.250 52.610 0.000000 72.360 52.560 0.000000 80.730 52.480 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1111 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 91.950 52.480 0.000000 98.510 52.360 0.000000 105.850 52.300 0.000000 111.070 52.300 0.000000 126.550 52.390 0.000000 134.850 52.370 0.000000 167.630 52.170 0.000000 224.110 51.970 0.000000 263.450 51.780 0.000000 277.510 51.650 0.000000 312.110 51.210 0.000000 317.090 51.130 0.000000 326.960 50.890 0.000000 331.940 50.790 0.000000 336.360 50.740 0.000000 343.470 50.590 0.000000 350.740 50.480 0.000000 355.720 50.500 0.000000 360.700 50.670 0.000000 365.670 50.740 0.000000 368.440 50.810 0.000000 371.280 50.780 0.000000 377.600 50.840 0.000000 380.370 50.810 0.000000 383.050 50.390 0.000000 386.130 50.310 0.000000 389.290 50.240 0.000000 391.980 50.380 0.000000 398.460 50.210 0.000000 405.880 49.930 0.000000 415.440 49.680 0.000000 419.860 49.770 0.000000 423.260 49.620 0.000000 427.370 49.620 0.000000 431.560 49.530 0.000000 435.580 49.800 0.000000 439.770 49.860 0.000000 446.090 50.110 0.000000 450.360 50.030 0.000000 454.940 50.040 0.000000 457.540 50.160 0.000000 460.070 50.110 0.000000 465.290 50.230 0.000000 470.110 50.150 0.000000 474.840 50.130 0.000000 480.610 50.280 0.000000 483.770 50.280 0.000000 487.010 50.210 0.000000 498.940 50.160 0.000000 505.020 50.150 0.000000 507.630 50.170 0.000000 510.240 50.150 0.000000 515.050 50.180 0.000000 517.740 50.160 0.000000 525.090 50.080 0.000000 529.750 49.950 0.000000 534.330 49.770 0.000000 538.990 49.700 0.000000 548.230 49.800 0.000000 552.890 49.730 0.000000 557.550 49.710 0.000000 567.190 49.770 0.000000 576.990 49.800 0.000000 581.880 49.740 0.000000 586.780 49.530 0.000000 601.480 49.530 0.000000 611.270 49.750 0.000000 616.170 49.770 0.000000 621.070 49.820 0.000000 624.860 49.750 0.000000 628.100 49.580 0.000000 631.340 49.150 0.000000 634.570 48.990 0.000000 638.840 49.170 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1112 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 642.870 49.780 0.000000 646.190 49.960 0.000000 650.610 50.130 0.000000 655.030 50.130 0.000000 664.360 50.370 0.000000 667.910 50.410 0.000000 674.230 50.240 0.000000 678.650 50.220 0.000000 681.890 50.130 0.000000 685.210 50.160 0.000000 688.610 50.130 0.000000 695.560 49.980 0.000000 700.300 49.920 0.000000 704.960 50.030 0.000000 709.700 50.460 0.000000 714.360 50.650 0.000000 719.100 50.540 0.000000 723.760 50.500 0.000000 728.500 50.600 0.000000 733.240 50.770 0.000000 737.900 50.990 0.000000 742.640 51.140 0.000000 746.750 51.100 0.000000 750.460 51.140 0.000000 754.170 51.160 0.000000 758.200 51.410 0.000000 762.150 51.740 0.000000 766.260 52.190 0.000000 769.970 52.310 0.000000 777.870 52.350 0.000000 789.960 52.370 0.000000 --------------------------------------------------------------------- Name: XA2930A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.660 0.000000 4.390 51.300 0.000000 8.240 50.840 0.000000 11.520 50.500 0.000000 19.450 49.850 0.000000 22.440 49.690 0.000000 25.430 49.480 0.000000 35.220 49.360 0.000000 40.110 49.210 0.000000 45.000 49.100 0.000000 49.900 49.100 0.000000 54.790 49.220 0.000000 59.690 49.150 0.000000 64.570 49.140 0.000000 72.910 48.910 0.000000 77.080 48.840 0.000000 81.370 48.720 0.000000 89.950 48.560 0.000000 94.240 48.410 0.000000 98.530 48.140 0.000000 102.820 47.910 0.000000 --------------------------------------------------------------------- Name: XA2930B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.560 0.000000 6.780 51.790 0.000000 9.400 51.670 0.000000 19.250 51.490 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1113 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 24.130 51.740 0.000000 32.260 51.800 0.000000 34.980 51.770 0.000000 39.580 51.810 0.000000 44.190 51.770 0.000000 50.970 51.460 0.000000 55.850 51.410 0.000000 60.820 51.410 0.000000 70.580 51.490 0.000000 75.550 51.370 0.000000 78.630 51.520 0.000000 81.700 51.610 0.000000 85.680 51.320 0.000000 89.740 51.110 0.000000 93.720 51.040 0.000000 97.240 51.060 0.000000 100.050 51.110 0.000000 105.200 51.260 0.000000 109.440 51.190 0.000000 113.690 51.170 0.000000 118.120 51.060 0.000000 122.640 50.890 0.000000 127.070 50.780 0.000000 131.500 50.790 0.000000 140.440 51.230 0.000000 144.870 51.100 0.000000 161.770 51.230 0.000000 166.200 51.300 0.000000 175.060 51.510 0.000000 183.640 51.500 0.000000 187.890 51.600 0.000000 200.450 51.690 0.000000 204.340 51.770 0.000000 208.130 51.930 0.000000 211.930 51.850 0.000000 216.000 51.830 0.000000 224.220 51.980 0.000000 228.290 51.970 0.000000 232.440 51.900 0.000000 237.320 51.860 0.000000 242.300 51.910 0.000000 247.270 51.920 0.000000 256.390 51.840 0.000000 260.640 51.740 0.000000 264.890 51.740 0.000000 268.500 51.660 0.000000 273.110 51.610 0.000000 277.720 51.810 0.000000 282.330 51.970 0.000000 286.940 52.060 0.000000 291.550 51.890 0.000000 296.160 51.570 0.000000 300.770 51.310 0.000000 305.380 51.140 0.000000 310.080 51.070 0.000000 314.960 51.120 0.000000 319.840 51.250 0.000000 324.630 51.320 0.000000 329.510 51.280 0.000000 334.390 51.090 0.000000 339.270 50.840 0.000000 344.150 50.770 0.000000 349.030 50.780 0.000000 358.790 50.940 0.000000 363.670 50.760 0.000000 368.550 50.700 0.000000 378.310 50.500 0.000000 388.070 50.450 0.000000 402.710 50.190 0.000000 407.590 50.240 0.000000 412.470 50.380 0.000000 417.350 50.560 0.000000 422.230 50.790 0.000000 431.990 51.330 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1114 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 436.870 51.120 0.000000 441.750 50.970 0.000000 446.540 51.020 0.000000 456.210 51.370 0.000000 461.090 51.280 0.000000 465.880 51.020 0.000000 470.760 50.910 0.000000 490.010 50.980 0.000000 494.890 50.930 0.000000 499.680 50.740 0.000000 504.560 50.450 0.000000 509.350 50.260 0.000000 514.230 50.360 0.000000 519.020 50.640 0.000000 523.810 51.050 0.000000 528.600 51.670 0.000000 533.480 51.640 0.000000 538.270 51.440 0.000000 543.060 51.390 0.000000 547.940 51.410 0.000000 552.820 51.610 0.000000 557.700 51.990 0.000000 562.580 52.120 0.000000 567.550 51.730 0.000000 572.440 51.510 0.000000 582.200 51.470 0.000000 606.690 51.600 0.000000 611.570 51.490 0.000000 616.450 51.550 0.000000 621.330 51.660 0.000000 631.180 51.440 0.000000 636.060 51.450 0.000000 640.940 51.570 0.000000 645.820 51.620 0.000000 650.790 51.730 0.000000 655.670 51.650 0.000000 660.550 51.620 0.000000 665.430 51.640 0.000000 670.310 51.510 0.000000 675.190 51.460 0.000000 680.160 51.360 0.000000 685.040 51.310 0.000000 694.800 51.420 0.000000 699.680 51.310 0.000000 704.560 51.150 0.000000 709.530 51.070 0.000000 714.410 51.170 0.000000 719.290 51.320 0.000000 724.170 51.270 0.000000 729.060 51.130 0.000000 733.940 51.240 0.000000 738.910 51.400 0.000000 748.670 51.100 0.000000 753.640 51.090 0.000000 758.520 51.120 0.000000 763.490 51.290 0.000000 768.460 51.390 0.000000 778.310 51.300 0.000000 783.280 51.210 0.000000 788.250 51.210 0.000000 798.190 51.330 0.000000 807.860 51.330 0.000000 812.650 51.300 0.000000 817.440 51.170 0.000000 822.230 50.950 0.000000 827.020 50.500 0.000000 836.690 49.480 0.000000 841.480 49.150 0.000000 846.270 49.190 0.000000 851.060 49.570 0.000000 855.850 50.100 0.000000 860.640 50.450 0.000000 870.220 50.240 0.000000 875.010 50.410 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1115 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 879.800 50.800 0.000000 884.590 51.330 0.000000 889.380 51.700 0.000000 894.170 51.800 0.000000 898.960 51.760 0.000000 903.750 51.660 0.000000 --------------------------------------------------------------------- Name: XA2930C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 47.910 0.000000 4.560 47.860 0.000000 13.640 48.000 0.000000 18.200 48.100 0.000000 22.760 48.230 0.000000 27.320 48.330 0.000000 34.650 48.240 0.000000 37.410 48.240 0.000000 40.930 48.290 0.000000 44.440 48.390 0.000000 47.810 48.640 0.000000 51.170 48.650 0.000000 54.530 48.600 0.000000 57.370 48.620 0.000000 60.210 48.850 0.000000 63.240 48.660 0.000000 66.270 48.630 0.000000 71.090 48.730 0.000000 75.880 48.760 0.000000 80.700 48.880 0.000000 85.480 48.940 0.000000 90.300 49.080 0.000000 99.910 49.180 0.000000 104.770 49.290 0.000000 114.520 49.310 0.000000 119.420 49.430 0.000000 124.280 49.410 0.000000 129.170 49.430 0.000000 134.030 49.510 0.000000 138.930 49.540 0.000000 146.330 49.650 0.000000 150.030 49.770 0.000000 153.730 49.700 0.000000 157.920 49.490 0.000000 169.620 49.360 0.000000 174.100 49.330 0.000000 182.440 49.460 0.000000 185.650 49.470 0.000000 191.630 49.600 0.000000 196.230 49.660 0.000000 200.830 49.580 0.000000 215.330 49.660 0.000000 220.260 49.810 0.000000 230.170 49.920 0.000000 235.140 49.890 0.000000 240.070 49.780 0.000000 245.040 49.790 0.000000 249.980 49.700 0.000000 259.880 49.920 0.000000 264.850 49.950 0.000000 269.790 49.940 0.000000 279.690 50.020 0.000000 294.530 49.910 0.000000 299.500 49.900 0.000000 304.440 49.850 0.000000 309.410 49.830 0.000000 314.340 49.940 0.000000 319.310 49.980 0.000000 329.220 50.000 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1116 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 334.150 50.000 0.000000 339.120 49.950 0.000000 349.030 49.980 0.000000 353.960 49.930 0.000000 358.930 50.080 0.000000 363.870 50.190 0.000000 373.770 50.030 0.000000 --------------------------------------------------------------------- Name: XA2940B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.100 0.000000 71.100 50.610 0.000000 215.500 50.470 0.000000 219.300 50.760 0.000000 222.900 51.530 0.000000 225.500 53.120 0.000000 228.100 53.510 0.000000 232.300 54.980 0.000000 236.500 57.060 0.000000 240.700 59.720 0.000000 248.300 55.800 0.000000 252.700 56.080 0.000000 256.400 54.060 0.000000 260.200 52.650 0.000000 264.200 54.980 0.000000 268.100 54.470 0.000000 271.700 54.900 0.000000 281.600 65.260 0.000000 286.500 66.550 0.000000 327.500 66.650 0.000000 331.200 61.700 0.000000 335.000 53.840 0.000000 339.300 50.740 0.000000 343.600 49.960 0.000000 370.100 49.710 0.000000 395.000 49.940 0.000000 411.600 49.680 0.000000 415.300 49.700 0.000000 426.400 50.180 0.000000 444.500 50.520 0.000000 451.900 50.930 0.000000 483.600 51.520 0.000000 --------------------------------------------------------------------- Name: XA2950B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.180 0.000000 4.650 52.010 0.000000 9.280 51.720 0.000000 12.670 51.650 0.000000 23.360 51.650 0.000000 29.960 51.590 0.000000 37.750 51.630 0.000000 41.550 51.690 0.000000 47.830 51.710 0.000000 50.500 51.660 0.000000 53.430 51.700 0.000000 56.360 51.770 0.000000 72.970 52.050 0.000000 77.120 52.230 0.000000 79.840 52.410 0.000000 82.550 52.320 0.000000 88.950 52.280 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1117 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 91.100 52.230 0.000000 93.660 52.300 0.000000 96.240 52.280 0.000000 100.850 52.150 0.000000 105.480 52.220 0.000000 110.090 52.240 0.000000 --------------------------------------------------------------------- Name: XA2960B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.840 0.000000 4.470 51.770 0.000000 12.400 51.430 0.000000 16.510 51.320 0.000000 20.610 51.230 0.000000 24.410 51.240 0.000000 32.240 51.200 0.000000 43.310 51.260 0.000000 48.130 51.490 0.000000 52.950 51.590 0.000000 62.580 51.710 0.000000 --------------------------------------------------------------------- Name: XA2960C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.240 0.000000 4.980 53.250 0.000000 9.970 53.200 0.000000 14.950 53.130 0.000000 19.930 53.130 0.000000 24.220 53.050 0.000000 28.540 52.980 0.000000 32.830 52.920 0.000000 37.120 52.970 0.000000 40.820 53.070 0.000000 44.520 53.130 0.000000 48.890 53.170 0.000000 53.280 53.180 0.000000 57.650 53.190 0.000000 62.010 53.170 0.000000 66.820 53.240 0.000000 71.600 53.440 0.000000 76.400 53.810 0.000000 80.360 53.990 0.000000 84.290 53.910 0.000000 88.240 53.790 0.000000 92.200 53.320 0.000000 96.510 53.120 0.000000 100.850 53.100 0.000000 105.170 53.120 0.000000 109.510 53.130 0.000000 113.830 52.970 0.000000 118.170 52.840 0.000000 122.640 52.710 0.000000 127.080 52.600 0.000000 131.550 52.530 0.000000 134.970 52.550 0.000000 138.360 52.610 0.000000 142.450 52.560 0.000000 146.530 52.610 0.000000 150.970 52.840 0.000000 155.440 52.790 0.000000 159.890 52.280 0.000000 164.050 52.320 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1118 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 168.210 52.390 0.000000 172.450 52.510 0.000000 176.710 52.520 0.000000 180.980 52.440 0.000000 185.240 52.340 0.000000 189.350 52.300 0.000000 193.490 52.390 0.000000 197.600 52.450 0.000000 201.740 52.550 0.000000 205.150 52.670 0.000000 208.540 52.800 0.000000 211.960 52.760 0.000000 216.790 52.580 0.000000 221.620 52.280 0.000000 226.450 52.030 0.000000 230.280 51.890 0.000000 234.130 51.810 0.000000 237.960 51.800 0.000000 241.810 51.860 0.000000 245.950 51.810 0.000000 250.080 51.870 0.000000 254.220 51.890 0.000000 256.890 51.840 0.000000 --------------------------------------------------------------------- Name: XA2970B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.460 0.000000 23.290 54.380 0.000000 45.450 54.250 0.000000 69.080 54.010 0.000000 128.360 53.340 0.000000 144.030 53.190 0.000000 156.450 53.150 0.000000 168.370 53.000 0.000000 172.210 52.920 0.000000 176.670 52.760 0.000000 193.140 52.480 0.000000 206.380 52.470 0.000000 210.500 52.540 0.000000 214.590 52.510 0.000000 218.710 52.420 0.000000 222.790 52.400 0.000000 225.990 52.350 0.000000 235.180 52.100 0.000000 244.120 51.880 0.000000 248.610 51.860 0.000000 257.580 51.930 0.000000 271.280 51.740 0.000000 278.570 51.530 0.000000 282.690 51.580 0.000000 290.980 51.940 0.000000 295.280 51.990 0.000000 299.130 52.100 0.000000 307.300 52.160 0.000000 --------------------------------------------------------------------- Name: XA2970C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.160 0.000000 4.510 52.160 0.000000 9.030 52.230 0.000000 13.540 52.250 0.000000 18.060 52.240 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1119 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.570 52.170 0.000000 27.090 52.210 0.000000 31.600 52.290 0.000000 36.470 52.300 0.000000 41.340 52.320 0.000000 --------------------------------------------------------------------- Name: XA2980B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.930 0.000000 4.220 53.700 0.000000 8.450 53.230 0.000000 13.820 53.120 0.000000 17.780 53.090 0.000000 21.740 53.120 0.000000 30.550 53.270 0.000000 38.390 53.220 0.000000 41.900 53.240 0.000000 44.420 53.330 0.000000 46.940 53.360 0.000000 51.150 53.350 0.000000 55.360 53.490 0.000000 59.570 53.570 0.000000 --------------------------------------------------------------------- Name: XA2980C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.570 0.000000 2.690 53.570 0.000000 5.390 53.600 0.000000 10.060 53.670 0.000000 14.730 53.700 0.000000 19.390 53.690 0.000000 24.070 53.690 0.000000 28.740 53.840 0.000000 33.120 53.900 0.000000 37.500 53.920 0.000000 41.880 53.970 0.000000 46.260 54.000 0.000000 50.640 54.040 0.000000 55.020 54.020 0.000000 59.400 54.030 0.000000 63.830 54.160 0.000000 68.250 54.160 0.000000 72.690 54.170 0.000000 77.120 54.190 0.000000 81.540 54.210 0.000000 85.960 54.280 0.000000 90.380 54.260 0.000000 94.880 54.330 0.000000 99.360 54.380 0.000000 102.080 54.430 0.000000 104.780 54.470 0.000000 --------------------------------------------------------------------- Name: XA2990B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.160 0.000000 4.290 54.200 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1120 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 9.090 54.130 0.000000 13.060 54.200 0.000000 17.040 54.170 0.000000 21.020 54.200 0.000000 25.040 54.300 0.000000 29.000 54.350 0.000000 39.470 54.410 0.000000 42.010 54.390 0.000000 46.730 54.400 0.000000 51.450 54.450 0.000000 54.380 54.450 0.000000 57.310 54.530 0.000000 61.650 54.720 0.000000 65.990 54.950 0.000000 70.250 55.020 0.000000 74.510 55.160 0.000000 78.770 55.200 0.000000 --------------------------------------------------------------------- Name: XA2990C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.650 0.000000 12.950 55.770 0.000000 16.480 55.720 0.000000 20.030 55.610 0.000000 23.720 55.600 0.000000 27.400 55.550 0.000000 38.600 55.040 0.000000 43.540 54.500 0.000000 48.470 54.030 0.000000 53.400 53.810 0.000000 58.330 54.120 0.000000 63.250 54.710 0.000000 68.180 54.800 0.000000 73.110 54.670 0.000000 82.970 54.560 0.000000 87.900 54.580 0.000000 92.820 54.690 0.000000 97.770 54.610 0.000000 102.700 54.270 0.000000 107.630 53.890 0.000000 112.560 53.730 0.000000 122.410 54.050 0.000000 127.340 54.160 0.000000 132.270 54.140 0.000000 137.200 54.190 0.000000 142.120 54.300 0.000000 147.050 54.310 0.000000 152.000 54.290 0.000000 161.860 54.150 0.000000 166.780 54.130 0.000000 171.710 54.180 0.000000 176.640 54.160 0.000000 --------------------------------------------------------------------- Name: XA3000B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.140 0.000000 9.230 56.990 0.000000 13.850 57.000 0.000000 18.460 57.110 0.000000 23.080 57.330 0.000000 27.690 57.440 0.000000 36.920 57.510 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1121 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 41.540 57.610 0.000000 55.390 57.780 0.000000 60.000 57.760 0.000000 --------------------------------------------------------------------- Name: XA3020C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.280 0.000000 4.770 60.140 0.000000 9.560 59.850 0.000000 14.330 59.620 0.000000 21.870 59.750 0.000000 28.980 59.820 0.000000 33.070 59.920 0.000000 37.160 59.970 0.000000 40.260 60.250 0.000000 43.670 60.590 0.000000 47.100 60.790 0.000000 51.450 60.760 0.000000 55.790 60.690 0.000000 64.480 60.650 0.000000 73.160 60.510 0.000000 77.500 60.510 0.000000 83.340 60.340 0.000000 87.180 60.320 0.000000 91.020 60.360 0.000000 94.870 60.440 0.000000 99.250 60.470 0.000000 107.980 60.470 0.000000 111.940 60.520 0.000000 116.300 60.500 0.000000 125.230 60.510 0.000000 129.020 60.520 0.000000 131.830 60.570 0.000000 137.900 60.520 0.000000 141.170 60.530 0.000000 144.850 60.580 0.000000 149.160 60.570 0.000000 --------------------------------------------------------------------- Name: XA3030B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 64.550 0.000000 22.860 64.650 0.000000 30.940 64.790 0.000000 38.270 64.780 0.000000 54.300 64.540 0.000000 61.440 64.570 0.000000 65.100 64.490 0.000000 68.830 64.350 0.000000 71.420 64.220 0.000000 74.070 64.000 0.000000 78.170 63.850 0.000000 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316.920 63.520 0.000000 326.080 63.470 0.000000 338.070 63.510 0.000000 347.540 63.590 0.000000 352.340 63.670 0.000000 357.080 63.820 0.000000 363.960 63.640 0.000000 368.260 63.580 0.000000 381.890 63.460 0.000000 386.570 63.450 0.000000 405.130 63.610 0.000000 416.810 63.680 0.000000 423.510 63.790 0.000000 427.230 63.800 0.000000 434.750 63.440 0.000000 438.540 63.430 0.000000 446.680 63.620 0.000000 449.650 63.620 0.000000 454.450 63.660 0.000000 457.600 63.600 0.000000 460.760 63.410 0.000000 463.480 63.370 0.000000 470.550 63.440 0.000000 474.970 63.370 0.000000 477.620 63.410 0.000000 480.340 63.500 0.000000 484.820 63.330 0.000000 496.940 63.110 0.000000 501.810 63.150 0.000000 506.730 63.510 0.000000 511.590 63.460 0.000000 516.450 63.030 0.000000 521.320 62.740 0.000000 526.240 62.770 0.000000 530.030 62.850 0.000000 541.400 62.840 0.000000 552.380 62.910 0.000000 566.590 63.060 0.000000 571.010 62.980 0.000000 575.430 62.930 0.000000 584.330 62.890 0.000000 609.970 62.860 0.000000 623.100 62.890 0.000000 631.440 63.160 0.000000 --------------------------------------------------------------------- Name: XA3030C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1123 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 63.160 0.000000 8.330 63.020 0.000000 12.440 62.930 0.000000 15.370 62.940 0.000000 25.110 62.820 0.000000 28.390 62.860 0.000000 34.610 63.020 0.000000 44.460 63.120 0.000000 47.050 63.230 0.000000 49.630 63.170 0.000000 53.500 63.140 0.000000 62.180 63.290 0.000000 64.760 63.270 0.000000 67.460 63.200 0.000000 71.330 63.070 0.000000 75.200 62.900 0.000000 83.060 62.660 0.000000 86.930 62.620 0.000000 90.810 62.610 0.000000 102.890 62.730 0.000000 106.760 62.440 0.000000 110.630 62.040 0.000000 114.500 61.400 0.000000 118.960 60.810 0.000000 122.250 60.510 0.000000 126.470 60.240 0.000000 130.690 60.080 0.000000 134.680 60.020 0.000000 143.010 60.090 0.000000 147.120 59.970 0.000000 151.230 59.630 0.000000 155.450 59.620 0.000000 158.620 59.650 0.000000 161.670 59.710 0.000000 164.480 59.800 0.000000 167.300 59.780 0.000000 171.640 59.830 0.000000 180.200 59.660 0.000000 196.510 59.510 0.000000 200.620 59.440 0.000000 208.240 59.500 0.000000 213.050 59.490 0.000000 217.980 59.360 0.000000 227.720 59.380 0.000000 232.410 59.330 0.000000 241.910 59.410 0.000000 246.720 59.340 0.000000 256.230 59.330 0.000000 261.040 59.300 0.000000 265.850 59.340 0.000000 270.540 59.290 0.000000 275.350 59.320 0.000000 280.160 59.260 0.000000 284.850 59.160 0.000000 289.660 59.150 0.000000 294.360 59.250 0.000000 299.170 59.150 0.000000 308.550 59.240 0.000000 313.130 59.140 0.000000 317.700 59.080 0.000000 326.850 59.410 0.000000 331.780 59.420 0.000000 336.590 59.300 0.000000 341.520 59.130 0.000000 346.450 59.210 0.000000 356.300 59.480 0.000000 361.230 59.690 0.000000 366.160 59.690 0.000000 370.970 59.440 0.000000 375.890 59.290 0.000000 380.820 59.210 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1124 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 389.390 59.200 0.000000 396.540 59.450 0.000000 401.350 59.430 0.000000 406.870 59.450 0.000000 410.850 59.420 0.000000 415.310 59.460 0.000000 418.600 59.530 0.000000 422.820 59.540 0.000000 435.490 59.470 0.000000 450.040 59.310 0.000000 454.850 59.350 0.000000 459.660 59.340 0.000000 464.470 59.290 0.000000 474.090 59.320 0.000000 483.710 59.440 0.000000 498.140 59.250 0.000000 502.950 59.230 0.000000 522.190 59.280 0.000000 531.810 59.350 0.000000 536.620 59.460 0.000000 541.430 59.600 0.000000 546.360 59.690 0.000000 551.290 59.570 0.000000 556.210 59.650 0.000000 561.260 59.790 0.000000 566.190 59.840 0.000000 571.110 59.950 0.000000 582.020 59.930 0.000000 594.700 59.760 0.000000 598.920 59.770 0.000000 603.140 59.820 0.000000 607.370 59.810 0.000000 615.700 59.510 0.000000 624.260 59.560 0.000000 626.840 59.550 0.000000 641.980 59.870 0.000000 654.410 60.110 0.000000 658.870 60.390 0.000000 667.900 61.090 0.000000 672.480 61.150 0.000000 675.760 61.080 0.000000 679.630 60.950 0.000000 683.740 60.890 0.000000 688.200 60.920 0.000000 693.130 61.020 0.000000 707.910 61.160 0.000000 717.650 61.300 0.000000 722.570 61.410 0.000000 727.380 61.560 0.000000 732.310 61.680 0.000000 746.980 62.010 0.000000 751.790 62.030 0.000000 756.710 61.930 0.000000 761.520 61.560 0.000000 771.380 60.560 0.000000 775.130 60.220 0.000000 779.000 59.940 0.000000 782.880 59.720 0.000000 786.630 59.560 0.000000 791.320 59.540 0.000000 800.830 59.640 0.000000 805.520 59.790 0.000000 810.210 60.050 0.000000 814.900 60.430 0.000000 819.710 60.950 0.000000 824.410 61.550 0.000000 829.100 61.950 0.000000 833.790 62.040 0.000000 838.130 62.080 0.000000 842.470 62.160 0.000000 846.820 62.150 0.000000 854.910 61.940 0.000000 894.100 61.120 0.000000 898.320 61.080 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1125 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 902.540 61.080 0.000000 906.770 61.000 0.000000 910.870 60.840 0.000000 915.100 60.740 0.000000 919.200 60.720 0.000000 923.900 60.650 0.000000 933.050 60.640 0.000000 942.310 60.490 0.000000 946.890 60.450 0.000000 951.580 60.360 0.000000 956.160 60.330 0.000000 960.730 60.250 0.000000 965.540 60.310 0.000000 970.240 60.510 0.000000 974.930 60.430 0.000000 981.850 60.560 0.000000 985.250 60.700 0.000000 989.120 60.630 0.000000 993.000 60.460 0.000000 1001.560 60.370 0.000000 1005.780 60.390 0.000000 1017.280 60.700 0.000000 1020.210 60.660 0.000000 1022.800 60.800 0.000000 1025.380 60.710 0.000000 1027.960 60.690 0.000000 1032.890 60.780 0.000000 1037.230 60.790 0.000000 1041.330 60.710 0.000000 1045.670 60.730 0.000000 1048.370 60.820 0.000000 1050.950 60.740 0.000000 1057.410 60.690 0.000000 1061.860 60.580 0.000000 1065.850 60.540 0.000000 1069.490 60.530 0.000000 1073.950 60.540 0.000000 1078.410 60.660 0.000000 1083.330 60.870 0.000000 1093.190 60.860 0.000000 1098.120 60.890 0.000000 1107.970 60.780 0.000000 1113.010 60.800 0.000000 1122.870 60.930 0.000000 1127.910 60.930 0.000000 1137.770 60.980 0.000000 1144.570 60.920 0.000000 1147.620 60.910 0.000000 1150.560 60.990 0.000000 1165.460 60.880 0.000000 1173.200 60.860 0.000000 --------------------------------------------------------------------- Name: XA3040B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 65.980 0.000000 4.280 65.950 0.000000 8.250 65.950 0.000000 10.700 65.880 0.000000 13.240 65.840 0.000000 19.660 65.650 0.000000 27.500 65.640 0.000000 31.270 65.590 0.000000 35.040 65.500 0.000000 39.730 65.450 0.000000 47.570 65.560 0.000000 51.440 65.460 0.000000 55.420 65.480 0.000000 59.390 65.420 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1126 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 63.360 65.080 0.000000 68.050 65.040 0.000000 72.840 65.050 0.000000 78.130 65.330 0.000000 82.310 65.350 0.000000 86.490 65.290 0.000000 95.350 65.230 0.000000 102.890 65.120 0.000000 106.960 65.150 0.000000 110.830 65.240 0.000000 115.520 65.300 0.000000 120.510 65.300 0.000000 125.400 65.520 0.000000 133.450 65.590 0.000000 136.500 65.420 0.000000 141.390 65.210 0.000000 145.370 65.110 0.000000 149.340 65.090 0.000000 153.310 65.090 0.000000 157.080 64.980 0.000000 160.950 64.930 0.000000 168.900 64.920 0.000000 172.770 64.990 0.000000 180.510 65.000 0.000000 191.920 64.920 0.000000 196.610 64.940 0.000000 201.390 64.940 0.000000 206.180 64.840 0.000000 210.970 64.800 0.000000 215.650 64.840 0.000000 220.440 64.840 0.000000 225.840 64.970 0.000000 230.020 65.120 0.000000 234.190 65.200 0.000000 238.370 65.230 0.000000 242.450 65.230 0.000000 252.530 65.010 0.000000 257.520 64.800 0.000000 262.510 64.900 0.000000 267.510 65.030 0.000000 272.500 65.060 0.000000 278.710 64.960 0.000000 282.280 64.840 0.000000 288.490 64.740 0.000000 294.300 64.760 0.000000 306.320 64.900 0.000000 310.090 64.850 0.000000 313.860 64.710 0.000000 321.900 64.590 0.000000 339.320 64.390 0.000000 362.040 64.400 0.000000 371.510 64.270 0.000000 376.200 64.260 0.000000 384.550 64.060 0.000000 392.800 63.930 0.000000 406.860 63.910 0.000000 414.700 64.010 0.000000 417.760 64.000 0.000000 427.340 63.870 0.000000 430.600 63.900 0.000000 433.240 63.900 0.000000 442.110 63.830 0.000000 448.730 63.930 0.000000 451.280 63.930 0.000000 462.480 63.770 0.000000 467.470 63.730 0.000000 477.560 63.790 0.000000 490.800 63.990 0.000000 493.750 63.930 0.000000 498.340 63.880 0.000000 507.300 63.930 0.000000 511.890 63.900 0.000000 520.850 63.750 0.000000 525.440 63.620 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1127 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 529.920 63.630 0.000000 538.270 63.760 0.000000 542.240 63.760 0.000000 551.820 63.580 0.000000 561.700 63.440 0.000000 575.960 63.560 0.000000 580.240 63.520 0.000000 589.510 63.180 0.000000 594.400 63.130 0.000000 599.290 63.170 0.000000 606.730 63.330 0.000000 610.190 63.290 0.000000 613.550 63.220 0.000000 628.320 63.480 0.000000 637.390 63.410 0.000000 641.160 63.250 0.000000 645.030 63.140 0.000000 652.670 63.070 0.000000 656.840 63.000 0.000000 669.580 62.980 0.000000 697.590 62.990 0.000000 705.230 62.970 0.000000 709.100 63.040 0.000000 713.180 63.200 0.000000 716.950 63.320 0.000000 725.100 63.420 0.000000 733.550 63.390 0.000000 737.630 63.460 0.000000 740.890 63.470 0.000000 750.460 63.390 0.000000 755.150 63.400 0.000000 759.830 63.350 0.000000 764.620 63.220 0.000000 769.310 63.130 0.000000 778.780 63.020 0.000000 783.470 62.920 0.000000 789.780 62.860 0.000000 796.000 62.770 0.000000 798.650 62.790 0.000000 801.290 62.770 0.000000 808.730 62.770 0.000000 826.760 62.890 0.000000 831.550 62.890 0.000000 836.340 62.870 0.000000 841.120 62.800 0.000000 845.910 62.670 0.000000 850.700 62.690 0.000000 855.490 62.680 0.000000 865.060 62.530 0.000000 869.850 62.480 0.000000 874.640 62.270 0.000000 879.430 62.220 0.000000 884.110 62.120 0.000000 893.480 61.780 0.000000 912.230 61.540 0.000000 916.910 61.520 0.000000 926.290 61.420 0.000000 930.970 61.500 0.000000 940.340 61.430 0.000000 945.030 61.450 0.000000 949.720 61.340 0.000000 954.500 61.280 0.000000 959.190 61.190 0.000000 962.550 61.090 0.000000 966.010 61.030 0.000000 970.700 61.030 0.000000 975.280 60.880 0.000000 979.970 60.770 0.000000 987.610 60.660 0.000000 1000.550 60.580 0.000000 1003.600 60.610 0.000000 1010.020 60.820 0.000000 1014.400 60.860 0.000000 1018.680 60.860 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1128 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA3040C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.860 0.000000 7.450 60.810 0.000000 11.160 60.930 0.000000 14.900 61.010 0.000000 18.620 61.170 0.000000 33.680 61.260 0.000000 41.330 61.460 0.000000 49.280 61.570 0.000000 57.510 61.620 0.000000 65.730 61.810 0.000000 68.610 61.820 0.000000 71.490 61.750 0.000000 79.090 61.850 0.000000 83.280 61.870 0.000000 91.280 61.970 0.000000 --------------------------------------------------------------------- Name: XA3060B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 65.230 0.000000 4.470 65.280 0.000000 16.140 65.200 0.000000 20.130 65.120 0.000000 27.590 64.820 0.000000 31.920 64.890 0.000000 36.250 65.080 0.000000 40.590 65.300 0.000000 49.250 65.650 0.000000 56.380 65.720 0.000000 59.190 65.790 0.000000 62.880 65.760 0.000000 --------------------------------------------------------------------- Name: XA3060C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 65.980 0.000000 4.090 65.950 0.000000 8.560 65.680 0.000000 12.950 65.470 0.000000 17.340 65.400 0.000000 22.360 65.370 0.000000 25.260 65.280 0.000000 28.170 65.240 0.000000 38.460 65.250 0.000000 43.030 65.340 0.000000 46.240 65.280 0.000000 52.370 65.400 0.000000 56.800 65.550 0.000000 60.700 65.630 0.000000 68.440 65.670 0.000000 76.610 65.800 0.000000 82.700 65.700 0.000000 85.970 65.810 0.000000 89.270 65.720 0.000000 98.100 65.670 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1129 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 109.940 65.560 0.000000 114.440 65.700 0.000000 118.970 65.650 0.000000 123.480 65.490 0.000000 132.490 65.670 0.000000 141.520 65.680 0.000000 146.610 65.790 0.000000 149.590 65.740 0.000000 152.690 65.720 0.000000 156.960 65.590 0.000000 160.820 65.580 0.000000 164.720 65.530 0.000000 168.420 65.450 0.000000 172.140 65.190 0.000000 175.850 64.980 0.000000 179.860 64.910 0.000000 183.880 64.950 0.000000 191.910 65.220 0.000000 195.930 65.230 0.000000 --------------------------------------------------------------------- Name: XA3070B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.110 0.000000 14.820 60.010 0.000000 29.640 59.670 0.000000 39.520 59.520 0.000000 44.450 59.330 0.000000 54.260 59.310 0.000000 59.010 59.090 0.000000 63.770 58.720 0.000000 68.520 58.460 0.000000 75.870 58.260 0.000000 84.760 58.330 0.000000 89.210 58.160 0.000000 93.650 57.810 0.000000 98.100 57.500 0.000000 102.550 57.330 0.000000 106.990 57.420 0.000000 111.440 57.630 0.000000 --------------------------------------------------------------------- Name: XA3070C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.190 0.000000 8.260 60.060 0.000000 13.130 60.090 0.000000 16.800 60.170 0.000000 20.510 60.200 0.000000 25.140 60.130 0.000000 29.290 60.180 0.000000 33.400 60.100 0.000000 37.550 59.960 0.000000 41.170 60.050 0.000000 45.360 60.190 0.000000 49.510 60.230 0.000000 53.860 60.190 0.000000 61.240 60.170 0.000000 63.810 60.260 0.000000 66.430 60.230 0.000000 70.540 60.090 0.000000 74.650 60.050 0.000000 82.910 60.090 0.000000 89.600 59.980 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1130 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 99.590 60.150 0.000000 104.950 60.130 0.000000 109.500 59.980 0.000000 114.050 60.030 0.000000 123.160 59.940 0.000000 127.430 59.930 0.000000 141.410 60.030 0.000000 146.280 60.090 0.000000 151.240 60.030 0.000000 158.650 60.010 0.000000 163.520 59.920 0.000000 167.630 59.990 0.000000 171.780 60.000 0.000000 180.000 59.950 0.000000 184.880 59.890 0.000000 207.880 59.900 0.000000 211.430 59.810 0.000000 215.010 59.870 0.000000 219.850 59.840 0.000000 224.720 59.900 0.000000 229.600 59.870 0.000000 232.290 59.740 0.000000 239.100 59.840 0.000000 247.360 59.860 0.000000 250.950 59.940 0.000000 254.570 59.950 0.000000 262.950 59.830 0.000000 267.060 59.830 0.000000 275.240 59.940 0.000000 279.350 59.860 0.000000 282.090 59.920 0.000000 288.980 59.930 0.000000 297.240 60.000 0.000000 299.780 59.980 0.000000 302.350 60.020 0.000000 305.980 60.000 0.000000 313.310 60.140 0.000000 317.950 60.120 0.000000 322.090 60.150 0.000000 326.280 60.080 0.000000 330.600 59.980 0.000000 336.840 60.060 0.000000 344.050 60.100 0.000000 348.480 59.980 0.000000 352.910 60.010 0.000000 356.980 60.010 0.000000 364.480 60.130 0.000000 368.100 60.080 0.000000 371.690 59.950 0.000000 379.830 60.010 0.000000 384.460 60.080 0.000000 387.480 60.190 0.000000 390.540 60.260 0.000000 394.650 60.390 0.000000 398.760 60.440 0.000000 402.870 60.450 0.000000 --------------------------------------------------------------------- Name: XA3070D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.630 0.000000 3.830 57.900 0.000000 7.660 58.050 0.000000 11.490 58.290 0.000000 15.900 58.460 0.000000 20.330 58.540 0.000000 24.740 58.270 0.000000 29.180 58.170 0.000000 33.580 58.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1131 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 38.020 58.100 0.000000 42.460 58.100 0.000000 46.860 58.120 0.000000 51.620 58.160 0.000000 56.370 58.200 0.000000 61.130 58.270 0.000000 65.890 58.350 0.000000 70.640 58.480 0.000000 75.400 58.660 0.000000 80.150 58.890 0.000000 84.620 59.180 0.000000 89.090 59.270 0.000000 93.560 59.200 0.000000 98.000 59.030 0.000000 102.470 58.970 0.000000 106.430 59.000 0.000000 110.380 59.040 0.000000 114.340 59.100 0.000000 118.490 59.160 0.000000 122.610 59.210 0.000000 126.760 59.270 0.000000 131.640 59.270 0.000000 136.530 59.320 0.000000 141.410 59.300 0.000000 146.260 59.240 0.000000 151.150 59.210 0.000000 156.030 59.220 0.000000 160.880 59.240 0.000000 165.770 59.350 0.000000 170.650 59.530 0.000000 175.530 59.670 0.000000 180.390 59.720 0.000000 184.440 59.740 0.000000 188.530 59.750 0.000000 192.580 59.740 0.000000 196.630 59.720 0.000000 200.690 59.720 0.000000 205.130 59.740 0.000000 209.530 59.760 0.000000 213.970 59.760 0.000000 218.310 59.720 0.000000 222.620 59.710 0.000000 226.960 59.730 0.000000 231.270 59.790 0.000000 235.610 59.890 0.000000 239.920 60.010 0.000000 244.230 60.060 0.000000 248.410 59.950 0.000000 252.560 59.850 0.000000 256.710 59.780 0.000000 261.120 59.740 0.000000 265.550 59.730 0.000000 269.960 59.750 0.000000 274.400 59.810 0.000000 278.990 59.950 0.000000 283.560 60.130 0.000000 288.150 60.250 0.000000 292.590 60.190 0.000000 297.030 60.140 0.000000 301.460 60.100 0.000000 305.900 60.100 0.000000 310.340 60.150 0.000000 314.780 60.230 0.000000 319.210 60.250 0.000000 --------------------------------------------------------------------- Name: XA3080B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.060 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1132 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 8.820 51.780 0.000000 12.920 51.800 0.000000 17.010 51.880 0.000000 20.920 51.800 0.000000 24.830 51.500 0.000000 58.110 51.290 0.000000 61.040 51.570 0.000000 63.990 51.710 0.000000 67.270 51.740 0.000000 70.530 51.850 0.000000 74.530 51.920 0.000000 78.520 51.910 0.000000 86.410 51.820 0.000000 90.100 51.750 0.000000 94.230 51.530 0.000000 101.530 51.460 0.000000 105.920 51.610 0.000000 114.730 51.990 0.000000 121.670 52.180 0.000000 130.940 51.720 0.000000 135.610 51.720 0.000000 144.950 51.990 0.000000 148.190 52.240 0.000000 151.440 52.220 0.000000 154.420 52.150 0.000000 157.400 51.960 0.000000 162.050 51.710 0.000000 166.700 51.740 0.000000 171.360 51.980 0.000000 176.010 52.070 0.000000 185.310 52.120 0.000000 --------------------------------------------------------------------- Name: XA3080C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.370 0.000000 4.940 52.350 0.000000 9.920 52.420 0.000000 14.870 52.480 0.000000 19.810 52.470 0.000000 24.790 52.460 0.000000 29.730 52.390 0.000000 34.680 52.180 0.000000 39.650 51.880 0.000000 44.600 51.750 0.000000 49.540 51.790 0.000000 54.520 51.810 0.000000 59.460 51.760 0.000000 64.410 51.750 0.000000 69.380 51.780 0.000000 74.330 51.770 0.000000 79.270 51.710 0.000000 84.250 51.730 0.000000 89.190 51.790 0.000000 94.140 51.840 0.000000 99.120 51.920 0.000000 104.060 51.930 0.000000 109.000 51.910 0.000000 113.950 51.850 0.000000 118.930 51.850 0.000000 123.870 51.880 0.000000 128.810 51.880 0.000000 133.790 51.930 0.000000 138.740 52.020 0.000000 143.680 52.040 0.000000 148.660 52.140 0.000000 153.600 52.240 0.000000 158.550 52.320 0.000000 163.520 52.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1133 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 168.470 52.470 0.000000 173.410 52.440 0.000000 178.390 52.360 0.000000 183.330 52.320 0.000000 185.970 52.230 0.000000 188.640 52.200 0.000000 192.150 52.190 0.000000 195.690 52.150 0.000000 200.340 51.960 0.000000 204.950 51.880 0.000000 209.590 51.810 0.000000 214.200 51.720 0.000000 218.840 51.710 0.000000 223.690 51.790 0.000000 228.560 51.770 0.000000 233.410 51.800 0.000000 237.420 51.820 0.000000 241.430 51.820 0.000000 245.430 51.840 0.000000 249.440 51.780 0.000000 254.420 51.610 0.000000 259.400 51.370 0.000000 264.410 51.340 0.000000 269.390 51.350 0.000000 274.360 51.330 0.000000 279.380 51.330 0.000000 284.350 51.320 0.000000 289.330 51.310 0.000000 294.310 51.380 0.000000 299.290 51.620 0.000000 304.260 51.760 0.000000 309.240 51.740 0.000000 314.180 51.710 0.000000 319.160 51.710 0.000000 324.140 51.820 0.000000 329.080 51.940 0.000000 334.060 52.060 0.000000 --------------------------------------------------------------------- Name: XA3090B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.120 0.000000 3.990 52.180 0.000000 7.800 52.150 0.000000 18.960 51.980 0.000000 30.410 51.990 0.000000 35.130 51.940 0.000000 39.860 51.970 0.000000 44.570 52.000 0.000000 49.290 52.000 0.000000 54.020 52.000 0.000000 57.690 52.000 0.000000 61.370 52.000 0.000000 85.260 52.000 0.000000 91.600 52.000 0.000000 95.380 52.000 0.000000 99.130 51.930 0.000000 102.680 51.870 0.000000 106.220 51.780 0.000000 111.090 51.570 0.000000 114.600 51.330 0.000000 118.110 51.180 0.000000 122.970 51.240 0.000000 133.060 51.170 0.000000 140.460 51.160 0.000000 144.780 51.120 0.000000 149.100 51.200 0.000000 153.420 51.440 0.000000 157.410 51.710 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1134 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 160.850 51.790 0.000000 164.840 51.840 0.000000 --------------------------------------------------------------------- Name: XA3090C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.550 0.000000 56.610 52.500 0.000000 86.450 52.530 0.000000 111.310 52.630 0.000000 148.090 52.890 0.000000 161.700 52.900 0.000000 181.710 52.970 0.000000 197.190 53.090 0.000000 201.650 53.090 0.000000 206.150 53.050 0.000000 218.650 52.820 0.000000 225.820 52.730 0.000000 246.710 52.360 0.000000 251.620 52.360 0.000000 256.050 52.310 0.000000 259.320 52.310 0.000000 267.630 52.220 0.000000 271.060 52.220 0.000000 283.870 52.110 0.000000 290.580 52.100 0.000000 298.090 52.050 0.000000 305.750 51.930 0.000000 309.600 51.850 0.000000 315.130 51.680 0.000000 318.830 51.650 0.000000 322.520 51.630 0.000000 326.070 51.670 0.000000 332.780 51.800 0.000000 349.630 51.970 0.000000 361.180 51.950 0.000000 364.880 51.880 0.000000 368.610 51.850 0.000000 372.310 51.890 0.000000 381.190 52.120 0.000000 --------------------------------------------------------------------- Name: XA3090D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.800 0.000000 23.200 55.000 0.000000 46.400 58.300 0.000000 69.600 59.700 0.000000 92.800 55.200 0.000000 116.000 60.500 0.000000 136.700 60.000 0.000000 157.400 58.600 0.000000 178.200 59.700 0.000000 197.100 55.600 0.000000 216.000 52.500 0.000000 234.900 52.400 0.000000 256.700 52.500 0.000000 278.600 52.400 0.000000 300.400 52.400 0.000000 326.300 52.500 0.000000 352.300 52.800 0.000000 378.300 55.100 0.000000 396.100 63.900 0.000000 413.900 68.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1135 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 432.800 68.100 0.000000 451.700 68.900 0.000000 473.300 69.100 0.000000 494.900 69.200 0.000000 516.600 69.300 0.000000 538.200 69.200 0.000000 563.500 69.800 0.000000 588.700 70.000 0.000000 612.000 70.400 0.000000 635.300 70.800 0.000000 658.900 70.800 0.000000 682.500 70.200 0.000000 706.000 69.000 0.000000 729.600 67.700 0.000000 753.100 66.500 0.000000 773.600 65.700 0.000000 --------------------------------------------------------------------- Name: XA3100B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.200 0.000000 5.000 54.000 0.000000 10.000 53.910 0.000000 14.990 54.040 0.000000 19.990 54.130 0.000000 24.990 53.980 0.000000 29.990 53.790 0.000000 35.010 53.960 0.000000 40.010 54.090 0.000000 45.010 53.920 0.000000 50.010 53.620 0.000000 55.000 53.300 0.000000 60.000 53.130 0.000000 65.000 53.110 0.000000 70.000 52.970 0.000000 75.000 52.770 0.000000 79.990 52.780 0.000000 84.990 52.840 0.000000 89.990 53.140 0.000000 94.990 53.330 0.000000 100.010 53.330 0.000000 110.010 53.190 0.000000 115.010 53.380 0.000000 120.000 53.470 0.000000 125.000 53.310 0.000000 130.000 53.070 0.000000 135.000 52.940 0.000000 144.990 52.790 0.000000 149.990 52.830 0.000000 160.010 53.370 0.000000 165.010 53.510 0.000000 170.010 53.450 0.000000 175.010 53.260 0.000000 185.000 53.000 0.000000 190.000 52.940 0.000000 195.000 52.970 0.000000 200.000 53.100 0.000000 204.990 53.360 0.000000 209.990 53.660 0.000000 214.990 53.700 0.000000 219.990 53.510 0.000000 225.010 53.380 0.000000 230.010 53.350 0.000000 235.010 53.400 0.000000 240.010 53.430 0.000000 245.000 53.330 0.000000 250.000 53.430 0.000000 255.000 53.670 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1136 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA3100C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.460 0.000000 24.530 54.320 0.000000 32.890 54.320 0.000000 36.820 54.270 0.000000 40.640 54.160 0.000000 48.830 53.740 0.000000 52.100 53.620 0.000000 64.450 53.430 0.000000 71.810 53.340 0.000000 80.500 53.260 0.000000 84.160 53.260 0.000000 87.870 53.330 0.000000 90.360 53.350 0.000000 97.330 53.340 0.000000 106.360 53.220 0.000000 117.870 53.020 0.000000 121.690 53.000 0.000000 125.740 53.020 0.000000 134.040 53.180 0.000000 140.460 53.250 0.000000 144.730 53.220 0.000000 149.100 53.040 0.000000 153.470 52.910 0.000000 157.850 52.860 0.000000 162.170 53.030 0.000000 170.250 53.390 0.000000 172.850 53.440 0.000000 181.210 53.430 0.000000 188.800 53.610 0.000000 192.620 53.610 0.000000 196.050 53.400 0.000000 199.480 53.370 0.000000 202.860 53.310 0.000000 206.240 53.220 0.000000 215.040 53.090 0.000000 222.790 53.120 0.000000 226.670 53.160 0.000000 230.540 53.260 0.000000 234.530 53.480 0.000000 238.570 53.440 0.000000 246.600 53.830 0.000000 250.640 53.930 0.000000 254.300 54.070 0.000000 258.560 53.980 0.000000 262.820 53.700 0.000000 267.090 53.510 0.000000 271.400 53.570 0.000000 275.670 53.430 0.000000 279.990 53.250 0.000000 284.250 53.180 0.000000 293.880 53.350 0.000000 298.700 53.210 0.000000 303.520 53.160 0.000000 308.330 53.390 0.000000 313.150 53.220 0.000000 317.970 53.240 0.000000 327.600 53.470 0.000000 342.050 53.450 0.000000 346.870 53.420 0.000000 351.680 53.480 0.000000 356.500 53.500 0.000000 361.320 53.360 0.000000 366.140 53.320 0.000000 370.950 53.400 0.000000 375.770 53.370 0.000000 380.590 53.490 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1137 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 385.400 53.410 0.000000 390.110 53.380 0.000000 394.810 53.430 0.000000 399.520 53.400 0.000000 405.940 53.460 0.000000 413.970 53.420 0.000000 418.010 53.490 0.000000 422.000 53.440 0.000000 426.040 53.500 0.000000 438.390 53.500 0.000000 442.540 53.430 0.000000 449.790 53.530 0.000000 458.150 53.720 0.000000 467.620 53.760 0.000000 472.330 53.640 0.000000 477.030 53.690 0.000000 491.210 53.640 0.000000 500.620 53.760 0.000000 514.570 53.770 0.000000 519.170 53.640 0.000000 523.760 53.610 0.000000 528.410 53.790 0.000000 533.010 53.760 0.000000 536.390 53.760 0.000000 539.760 53.720 0.000000 545.470 53.810 0.000000 549.560 53.810 0.000000 553.660 53.760 0.000000 --------------------------------------------------------------------- Name: XA3100D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.240 0.000000 11.920 53.010 0.000000 20.610 53.050 0.000000 25.340 53.000 0.000000 30.190 53.000 0.000000 35.020 53.090 0.000000 39.870 53.140 0.000000 44.700 53.060 0.000000 49.550 52.900 0.000000 54.400 52.820 0.000000 59.230 52.820 0.000000 64.080 52.900 0.000000 68.060 52.880 0.000000 71.690 52.930 0.000000 75.320 53.030 0.000000 84.120 52.920 0.000000 88.530 52.930 0.000000 92.930 52.990 0.000000 104.450 53.040 0.000000 113.160 53.230 0.000000 125.130 53.450 0.000000 137.260 53.940 0.000000 141.280 54.160 0.000000 145.030 54.340 0.000000 149.340 54.340 0.000000 153.650 54.260 0.000000 157.960 54.220 0.000000 162.270 54.240 0.000000 166.580 54.190 0.000000 175.200 54.330 0.000000 178.140 54.320 0.000000 181.060 54.340 0.000000 197.030 54.560 0.000000 206.280 54.600 0.000000 235.510 54.460 0.000000 --------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1138 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: XA3100E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.670 0.000000 4.310 53.690 0.000000 8.630 53.520 0.000000 13.570 53.400 0.000000 22.490 53.400 0.000000 27.430 53.480 0.000000 32.360 53.420 0.000000 37.300 53.230 0.000000 43.770 53.210 0.000000 47.680 53.260 0.000000 51.590 53.200 0.000000 55.500 53.050 0.000000 59.970 53.040 0.000000 64.450 53.190 0.000000 68.920 52.870 0.000000 73.390 52.820 0.000000 82.350 53.320 0.000000 86.820 53.410 0.000000 95.490 53.330 0.000000 99.690 53.310 0.000000 103.980 53.340 0.000000 108.270 53.310 0.000000 112.570 53.350 0.000000 121.150 53.240 0.000000 --------------------------------------------------------------------- Name: XA3110B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.410 0.000000 9.530 54.290 0.000000 14.270 54.300 0.000000 19.050 54.430 0.000000 23.800 54.480 0.000000 38.100 54.470 0.000000 42.850 54.550 0.000000 47.590 54.590 0.000000 52.370 54.430 0.000000 57.120 54.490 0.000000 61.900 54.590 0.000000 66.650 54.590 0.000000 71.420 54.370 0.000000 85.700 54.220 0.000000 90.670 54.230 0.000000 95.680 53.810 0.000000 100.650 53.350 0.000000 105.660 53.250 0.000000 110.630 53.410 0.000000 115.640 53.850 0.000000 120.610 53.830 0.000000 125.590 53.610 0.000000 130.590 53.440 0.000000 135.570 53.410 0.000000 140.570 53.430 0.000000 155.530 53.890 0.000000 160.500 54.020 0.000000 165.510 54.010 0.000000 170.480 53.840 0.000000 175.490 53.590 0.000000 180.460 53.540 0.000000 185.440 53.560 0.000000 190.440 53.320 0.000000 200.420 53.380 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1139 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 205.400 53.360 0.000000 210.370 53.470 0.000000 215.380 53.300 0.000000 220.350 53.220 0.000000 225.360 53.230 0.000000 230.330 53.130 0.000000 235.340 53.220 0.000000 240.310 53.490 0.000000 245.290 53.510 0.000000 250.290 53.430 0.000000 255.270 53.500 0.000000 265.250 53.900 0.000000 270.220 53.930 0.000000 275.230 53.810 0.000000 285.210 53.030 0.000000 290.180 52.980 0.000000 295.190 53.050 0.000000 300.160 52.970 0.000000 305.140 52.990 0.000000 315.120 53.100 0.000000 325.100 53.380 0.000000 --------------------------------------------------------------------- Name: XA3110C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.200 0.000000 4.150 53.920 0.000000 8.300 53.680 0.000000 11.010 53.660 0.000000 13.770 53.510 0.000000 17.310 53.240 0.000000 20.890 53.190 0.000000 23.990 53.270 0.000000 30.900 53.300 0.000000 34.660 53.380 0.000000 38.150 53.330 0.000000 41.260 53.330 0.000000 53.320 53.440 0.000000 95.710 53.730 0.000000 124.210 53.980 0.000000 132.600 54.070 0.000000 136.180 54.160 0.000000 139.330 54.190 0.000000 143.960 54.120 0.000000 148.640 54.090 0.000000 152.530 54.030 0.000000 156.420 53.930 0.000000 160.530 53.870 0.000000 168.750 53.820 0.000000 180.850 53.800 0.000000 210.440 53.870 0.000000 258.560 54.090 0.000000 339.590 54.290 0.000000 354.840 54.220 0.000000 362.580 54.150 0.000000 373.460 54.020 0.000000 379.750 53.980 0.000000 384.430 54.040 0.000000 392.430 54.080 0.000000 395.710 54.160 0.000000 400.380 54.100 0.000000 405.010 54.090 0.000000 408.070 54.100 0.000000 411.660 54.170 0.000000 415.370 54.180 0.000000 419.090 54.130 0.000000 421.880 54.120 0.000000 424.640 53.980 0.000000 428.790 53.890 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1140 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 432.900 53.850 0.000000 437.050 53.760 0.000000 --------------------------------------------------------------------- Name: XA3110D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.160 0.000000 4.860 53.220 0.000000 9.710 53.230 0.000000 14.570 53.190 0.000000 19.410 53.230 0.000000 29.120 53.230 0.000000 33.980 53.350 0.000000 38.840 53.400 0.000000 43.690 53.150 0.000000 48.550 53.060 0.000000 53.390 53.180 0.000000 58.240 53.450 0.000000 63.100 53.480 0.000000 67.960 53.250 0.000000 72.410 53.320 0.000000 76.870 53.310 0.000000 81.320 53.350 0.000000 84.870 53.490 0.000000 88.520 53.860 0.000000 92.010 54.120 0.000000 94.580 54.350 0.000000 97.170 54.400 0.000000 101.580 54.430 0.000000 106.010 54.680 0.000000 110.430 54.870 0.000000 114.860 54.830 0.000000 119.270 54.640 0.000000 123.700 54.510 0.000000 128.830 54.530 0.000000 140.100 54.520 0.000000 149.690 54.410 0.000000 152.820 54.450 0.000000 157.660 54.410 0.000000 162.490 54.240 0.000000 167.310 54.300 0.000000 172.130 54.440 0.000000 174.700 54.430 0.000000 177.250 54.200 0.000000 --------------------------------------------------------------------- Name: XA3110E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.380 0.000000 3.790 53.490 0.000000 11.370 53.280 0.000000 16.270 53.230 0.000000 26.070 53.200 0.000000 30.980 53.260 0.000000 35.880 53.250 0.000000 40.780 53.160 0.000000 --------------------------------------------------------------------- Name: XA3120B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1141 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- 0.000 53.930 0.000000 4.850 53.690 0.000000 9.710 53.360 0.000000 14.560 53.090 0.000000 24.270 52.690 0.000000 29.130 52.440 0.000000 33.980 52.250 0.000000 38.830 52.170 0.000000 43.690 52.470 0.000000 48.540 53.090 0.000000 53.400 53.790 0.000000 58.250 54.440 0.000000 66.670 54.300 0.000000 69.700 54.170 0.000000 73.790 54.120 0.000000 81.150 54.160 0.000000 85.120 54.220 0.000000 90.610 54.450 0.000000 94.020 54.430 0.000000 97.430 54.450 0.000000 101.730 54.390 0.000000 106.050 54.350 0.000000 110.340 54.350 0.000000 114.420 54.370 0.000000 118.490 54.420 0.000000 121.640 54.490 0.000000 124.800 54.520 0.000000 129.200 54.470 0.000000 134.180 54.380 0.000000 139.160 54.410 0.000000 144.130 54.600 0.000000 149.110 54.690 0.000000 154.090 54.520 0.000000 159.060 54.290 0.000000 164.040 54.120 0.000000 169.010 54.090 0.000000 173.990 54.160 0.000000 --------------------------------------------------------------------- Name: XA3120E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.270 0.000000 2.820 57.320 0.000000 7.030 56.900 0.000000 11.170 56.580 0.000000 15.370 56.340 0.000000 20.330 56.100 0.000000 25.280 56.080 0.000000 30.240 56.100 0.000000 35.200 56.030 0.000000 40.150 55.930 0.000000 44.480 56.030 0.000000 48.810 56.210 0.000000 53.200 56.120 0.000000 57.530 56.120 0.000000 60.670 56.130 0.000000 63.810 56.150 0.000000 68.760 56.320 0.000000 73.780 56.260 0.000000 78.740 56.100 0.000000 83.700 55.810 0.000000 88.710 55.740 0.000000 93.670 55.720 0.000000 98.630 55.720 0.000000 103.650 55.710 0.000000 108.600 55.620 0.000000 113.560 55.550 0.000000 118.520 55.540 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1142 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 123.540 55.270 0.000000 128.490 55.330 0.000000 133.450 55.300 0.000000 138.470 55.060 0.000000 143.420 54.980 0.000000 148.380 55.030 0.000000 153.400 55.250 0.000000 158.360 55.290 0.000000 163.310 55.240 0.000000 168.330 55.330 0.000000 173.290 55.240 0.000000 178.240 55.030 0.000000 183.200 55.050 0.000000 188.220 54.830 0.000000 193.180 54.540 0.000000 198.130 54.460 0.000000 203.150 54.760 0.000000 208.110 54.870 0.000000 213.070 54.930 0.000000 218.090 54.890 0.000000 223.040 54.800 0.000000 228.000 54.790 0.000000 233.020 54.810 0.000000 237.970 54.730 0.000000 242.930 54.500 0.000000 247.950 54.350 0.000000 252.910 54.580 0.000000 257.860 54.720 0.000000 262.820 54.730 0.000000 267.840 54.870 0.000000 272.790 54.870 0.000000 277.750 54.620 0.000000 282.770 54.250 0.000000 287.730 54.240 0.000000 292.680 54.380 0.000000 297.700 54.300 0.000000 302.660 54.230 0.000000 307.620 54.240 0.000000 312.630 54.160 0.000000 317.590 54.040 0.000000 322.550 53.920 0.000000 327.570 53.780 0.000000 332.520 53.610 0.000000 337.480 53.590 0.000000 342.440 53.670 0.000000 347.460 53.750 0.000000 351.660 53.830 0.000000 355.860 53.920 0.000000 360.130 53.990 0.000000 364.960 53.820 0.000000 369.790 53.650 0.000000 374.620 53.520 0.000000 379.520 53.350 0.000000 384.350 53.050 0.000000 389.180 52.920 0.000000 394.010 52.910 0.000000 398.840 52.810 0.000000 403.730 52.760 0.000000 408.560 52.740 0.000000 413.400 52.670 0.000000 417.030 52.640 0.000000 420.610 52.680 0.000000 424.250 52.710 0.000000 428.700 52.830 0.000000 433.100 52.850 0.000000 436.800 52.780 0.000000 440.440 52.730 0.000000 445.330 52.750 0.000000 450.290 52.790 0.000000 455.180 53.080 0.000000 460.070 53.230 0.000000 464.970 53.230 0.000000 469.860 53.340 0.000000 474.760 53.420 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1143 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 479.710 53.390 0.000000 484.610 53.430 0.000000 489.500 53.430 0.000000 494.390 53.340 0.000000 499.290 53.250 0.000000 504.180 53.140 0.000000 509.070 53.010 0.000000 514.030 52.980 0.000000 518.920 53.030 0.000000 523.820 53.030 0.000000 528.710 53.040 0.000000 533.610 53.120 0.000000 538.500 53.200 0.000000 543.390 53.280 0.000000 548.350 53.370 0.000000 553.240 53.460 0.000000 558.140 53.590 0.000000 563.030 53.760 0.000000 567.050 53.740 0.000000 571.060 53.760 0.000000 575.140 53.850 0.000000 578.530 53.990 0.000000 581.980 54.040 0.000000 585.430 53.880 0.000000 589.630 53.810 0.000000 593.840 53.740 0.000000 598.100 53.680 0.000000 601.550 53.780 0.000000 605.000 54.000 0.000000 608.450 54.140 0.000000 612.220 54.070 0.000000 615.980 54.000 0.000000 619.750 54.030 0.000000 623.510 54.100 0.000000 627.400 53.930 0.000000 --------------------------------------------------------------------- Name: XA3130B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.650 0.000000 8.600 55.530 0.000000 12.880 55.490 0.000000 16.940 55.590 0.000000 22.760 55.850 0.000000 26.600 55.740 0.000000 31.650 55.660 0.000000 34.460 55.690 0.000000 41.810 55.720 0.000000 46.380 55.640 0.000000 51.370 55.700 0.000000 56.330 55.720 0.000000 61.310 55.800 0.000000 71.290 55.790 0.000000 76.270 55.730 0.000000 81.230 55.750 0.000000 86.210 55.820 0.000000 91.200 55.840 0.000000 96.190 55.950 0.000000 106.130 56.030 0.000000 111.120 56.130 0.000000 116.100 56.030 0.000000 121.090 56.120 0.000000 126.050 56.090 0.000000 136.020 56.210 0.000000 150.950 56.190 0.000000 155.940 56.230 0.000000 165.910 56.210 0.000000 170.860 56.220 0.000000 175.850 56.250 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1144 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 180.840 56.330 0.000000 185.820 56.290 0.000000 190.810 56.320 0.000000 195.770 56.410 0.000000 200.750 56.430 0.000000 205.740 56.490 0.000000 210.730 56.520 0.000000 215.710 56.380 0.000000 225.660 56.550 0.000000 230.640 56.550 0.000000 235.630 56.620 0.000000 240.580 56.760 0.000000 245.570 56.820 0.000000 250.560 56.830 0.000000 260.530 56.950 0.000000 275.200 57.320 0.000000 284.670 57.430 0.000000 289.400 57.590 0.000000 294.130 57.650 0.000000 305.730 57.270 0.000000 309.180 57.180 0.000000 316.190 57.110 0.000000 319.670 57.140 0.000000 --------------------------------------------------------------------- Name: XA3130C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.270 0.000000 3.530 57.000 0.000000 7.090 56.690 0.000000 10.620 56.460 0.000000 14.150 56.350 0.000000 17.650 56.370 0.000000 21.150 56.540 0.000000 25.220 56.530 0.000000 29.290 56.340 0.000000 33.360 56.240 0.000000 37.430 56.270 0.000000 41.500 56.260 0.000000 44.970 56.220 0.000000 48.430 56.150 0.000000 51.870 56.160 0.000000 56.570 56.150 0.000000 61.250 56.100 0.000000 65.920 56.060 0.000000 70.600 56.080 0.000000 75.270 56.150 0.000000 79.980 56.210 0.000000 84.650 56.110 0.000000 89.330 56.130 0.000000 93.300 56.110 0.000000 97.250 56.100 0.000000 101.220 56.050 0.000000 105.830 56.040 0.000000 110.480 56.110 0.000000 115.090 56.220 0.000000 119.700 56.520 0.000000 124.310 56.260 0.000000 128.890 56.170 0.000000 133.470 55.880 0.000000 138.050 55.790 0.000000 142.630 55.840 0.000000 147.240 55.810 0.000000 151.120 55.580 0.000000 155.000 55.460 0.000000 158.880 55.390 0.000000 162.030 55.410 0.000000 165.210 55.400 0.000000 169.430 55.330 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1145 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 173.630 55.300 0.000000 177.860 55.480 0.000000 182.090 55.410 0.000000 186.320 55.400 0.000000 190.960 55.450 0.000000 195.640 55.420 0.000000 200.280 55.440 0.000000 204.960 55.440 0.000000 209.600 55.550 0.000000 214.120 55.680 0.000000 218.630 55.540 0.000000 223.150 55.400 0.000000 227.660 55.320 0.000000 231.510 55.330 0.000000 235.330 55.360 0.000000 239.140 55.390 0.000000 242.830 55.400 0.000000 246.550 55.360 0.000000 250.270 55.330 0.000000 253.960 55.340 0.000000 257.680 55.340 0.000000 261.370 55.310 0.000000 264.900 55.260 0.000000 268.400 55.220 0.000000 271.900 55.250 0.000000 275.870 55.310 0.000000 279.820 55.540 0.000000 283.790 56.030 0.000000 287.770 55.970 0.000000 292.310 55.850 0.000000 296.830 55.680 0.000000 301.380 55.670 0.000000 305.920 55.760 0.000000 310.470 55.710 0.000000 314.260 55.680 0.000000 318.010 55.650 0.000000 --------------------------------------------------------------------- Name: XA3140B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.870 0.000000 5.000 59.820 0.000000 10.000 59.500 0.000000 14.890 59.330 0.000000 19.890 59.440 0.000000 24.890 59.790 0.000000 29.880 59.810 0.000000 34.880 59.540 0.000000 39.780 59.500 0.000000 94.550 59.640 0.000000 99.540 59.610 0.000000 104.540 59.490 0.000000 107.290 59.360 0.000000 109.950 59.120 0.000000 115.660 58.740 0.000000 119.840 58.560 0.000000 126.470 58.390 0.000000 129.020 58.370 0.000000 132.790 58.390 0.000000 140.440 58.330 0.000000 145.030 58.390 0.000000 149.720 58.530 0.000000 153.390 58.460 0.000000 161.040 58.480 0.000000 165.530 58.540 0.000000 170.020 58.690 0.000000 174.510 58.750 0.000000 177.970 59.020 0.000000 186.340 59.130 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1146 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 191.230 59.010 0.000000 196.130 58.790 0.000000 201.020 58.690 0.000000 210.820 58.890 0.000000 225.500 58.760 0.000000 240.090 58.580 0.000000 253.040 58.570 0.000000 257.430 58.650 0.000000 262.120 58.680 0.000000 266.810 58.590 0.000000 271.600 58.540 0.000000 276.290 58.580 0.000000 280.990 58.500 0.000000 285.780 58.320 0.000000 290.470 58.240 0.000000 295.160 58.090 0.000000 299.850 58.040 0.000000 304.850 58.230 0.000000 309.750 58.360 0.000000 314.740 58.310 0.000000 319.740 58.420 0.000000 324.640 58.500 0.000000 329.630 58.380 0.000000 334.530 58.220 0.000000 339.530 58.190 0.000000 344.420 58.270 0.000000 349.420 58.290 0.000000 354.320 58.210 0.000000 359.210 58.210 0.000000 364.210 58.370 0.000000 374.000 58.900 0.000000 379.000 58.840 0.000000 383.890 58.370 0.000000 388.790 58.110 0.000000 393.790 58.110 0.000000 398.680 58.360 0.000000 403.680 58.410 0.000000 408.580 58.420 0.000000 413.470 58.550 0.000000 418.470 58.520 0.000000 423.360 58.350 0.000000 433.260 58.320 0.000000 438.150 58.690 0.000000 442.950 59.140 0.000000 447.640 59.400 0.000000 451.720 59.570 0.000000 455.800 59.510 0.000000 459.270 59.390 0.000000 470.690 58.390 0.000000 475.180 58.070 0.000000 479.770 58.050 0.000000 484.250 58.230 0.000000 488.840 57.970 0.000000 493.430 57.660 0.000000 497.920 57.520 0.000000 502.510 57.650 0.000000 507.100 57.910 0.000000 511.590 57.980 0.000000 520.660 57.790 0.000000 524.640 57.730 0.000000 532.600 57.680 0.000000 538.920 57.680 0.000000 542.800 57.750 0.000000 546.880 57.890 0.000000 550.550 57.940 0.000000 554.220 57.900 0.000000 579.210 57.800 0.000000 586.350 57.800 0.000000 590.120 57.820 0.000000 597.870 57.930 0.000000 602.260 58.060 0.000000 606.340 58.030 0.000000 613.780 57.860 0.000000 616.840 57.840 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1147 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 619.800 57.930 0.000000 623.470 57.840 0.000000 627.140 57.690 0.000000 630.710 57.480 0.000000 635.100 57.280 0.000000 639.890 57.390 0.000000 648.460 57.790 0.000000 652.030 57.890 0.000000 664.980 57.700 0.000000 669.670 57.680 0.000000 679.160 57.670 0.000000 693.330 57.730 0.000000 698.130 57.710 0.000000 702.410 57.770 0.000000 715.260 57.700 0.000000 720.160 57.710 0.000000 725.050 57.770 0.000000 729.850 57.860 0.000000 734.740 58.010 0.000000 739.640 58.090 0.000000 749.330 57.930 0.000000 763.910 57.990 0.000000 768.810 57.940 0.000000 773.700 57.850 0.000000 778.500 57.680 0.000000 783.390 57.550 0.000000 788.290 57.530 0.000000 793.080 57.440 0.000000 797.980 57.380 0.000000 802.870 57.380 0.000000 807.770 57.500 0.000000 812.360 57.710 0.000000 816.030 57.830 0.000000 819.800 58.050 0.000000 823.780 58.170 0.000000 827.250 58.150 0.000000 831.740 58.050 0.000000 836.220 58.120 0.000000 845.300 58.340 0.000000 849.480 58.300 0.000000 853.260 58.320 0.000000 857.130 58.220 0.000000 861.010 58.190 0.000000 864.780 58.090 0.000000 868.050 58.060 0.000000 877.330 57.840 0.000000 884.470 57.780 0.000000 892.730 57.890 0.000000 896.910 57.850 0.000000 901.090 57.730 0.000000 904.970 57.810 0.000000 908.940 57.940 0.000000 912.820 58.160 0.000000 917.000 58.280 0.000000 921.180 58.280 0.000000 925.260 58.170 0.000000 929.440 57.950 0.000000 933.220 57.790 0.000000 937.090 57.770 0.000000 945.050 57.910 0.000000 952.490 57.650 0.000000 958.100 57.590 0.000000 966.260 57.570 0.000000 971.160 57.530 0.000000 975.950 57.550 0.000000 1000.430 57.260 0.000000 1015.010 57.190 0.000000 1019.910 57.140 0.000000 --------------------------------------------------------------------- Name: XA3150B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1148 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.610 0.000000 12.680 53.370 0.000000 16.990 53.250 0.000000 24.280 53.100 0.000000 28.350 53.050 0.000000 30.960 53.060 0.000000 33.540 53.040 0.000000 36.520 53.080 0.000000 40.830 53.060 0.000000 48.180 52.960 0.000000 51.920 52.790 0.000000 59.980 52.590 0.000000 75.790 52.390 0.000000 92.600 52.340 0.000000 104.240 52.230 0.000000 107.810 52.280 0.000000 110.920 52.370 0.000000 121.210 52.270 0.000000 124.790 52.210 0.000000 129.670 52.060 0.000000 135.450 51.780 0.000000 141.860 51.600 0.000000 148.110 51.530 0.000000 155.180 51.540 0.000000 158.730 51.490 0.000000 161.630 51.370 0.000000 164.530 51.220 0.000000 171.800 51.320 0.000000 175.440 51.420 0.000000 179.210 51.570 0.000000 182.970 51.680 0.000000 186.670 51.770 0.000000 195.940 51.860 0.000000 --------------------------------------------------------------------- Name: XA3160B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 63.530 0.000000 4.510 63.800 0.000000 7.780 64.070 0.000000 11.610 64.060 0.000000 15.440 63.700 0.000000 19.380 63.430 0.000000 23.660 63.360 0.000000 27.950 63.400 0.000000 32.340 63.400 0.000000 40.910 63.210 0.000000 51.500 63.060 0.000000 55.220 63.040 0.000000 58.930 63.060 0.000000 62.880 63.140 0.000000 67.050 63.340 0.000000 71.220 63.470 0.000000 75.270 63.450 0.000000 79.440 63.260 0.000000 83.610 63.230 0.000000 86.880 63.260 0.000000 90.260 63.290 0.000000 95.220 63.380 0.000000 105.140 63.150 0.000000 113.470 63.110 0.000000 122.940 63.200 0.000000 127.790 63.220 0.000000 137.250 63.180 0.000000 141.980 63.230 0.000000 146.720 63.360 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1149 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 153.370 63.730 0.000000 156.630 63.870 0.000000 159.110 63.940 0.000000 163.620 63.700 0.000000 167.790 63.380 0.000000 171.960 63.100 0.000000 176.130 62.940 0.000000 180.300 62.890 0.000000 184.690 62.930 0.000000 188.520 63.020 0.000000 192.470 63.160 0.000000 196.070 63.230 0.000000 200.240 63.240 0.000000 204.300 63.170 0.000000 208.470 63.020 0.000000 212.640 62.830 0.000000 216.810 62.710 0.000000 222.890 62.590 0.000000 226.610 62.570 0.000000 230.330 62.580 0.000000 234.160 62.630 0.000000 236.750 62.720 0.000000 239.350 62.770 0.000000 253.660 62.790 0.000000 262.670 62.500 0.000000 267.180 62.400 0.000000 271.690 62.390 0.000000 276.080 62.430 0.000000 280.590 62.520 0.000000 283.410 62.610 0.000000 286.220 62.640 0.000000 289.940 62.630 0.000000 293.660 62.590 0.000000 297.720 62.500 0.000000 300.980 62.420 0.000000 305.490 62.260 0.000000 313.940 62.250 0.000000 322.510 62.120 0.000000 341.330 62.060 0.000000 353.500 61.970 0.000000 366.000 61.770 0.000000 370.290 61.660 0.000000 378.060 61.530 0.000000 381.890 61.490 0.000000 386.170 61.500 0.000000 392.490 61.370 0.000000 396.320 61.350 0.000000 410.850 61.390 0.000000 425.050 61.600 0.000000 429.780 61.620 0.000000 434.400 61.570 0.000000 439.020 61.480 0.000000 443.530 61.290 0.000000 448.150 61.180 0.000000 452.320 61.140 0.000000 464.150 60.880 0.000000 467.980 60.910 0.000000 472.270 60.760 0.000000 479.590 60.880 0.000000 483.310 61.080 0.000000 486.350 61.410 0.000000 489.510 61.590 0.000000 494.470 61.720 0.000000 499.420 61.620 0.000000 504.500 61.470 0.000000 514.410 61.580 0.000000 527.370 61.860 0.000000 531.880 61.920 0.000000 536.500 61.790 0.000000 541.230 61.410 0.000000 546.080 61.310 0.000000 550.810 61.120 0.000000 555.650 61.070 0.000000 560.500 61.040 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1150 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 565.230 60.990 0.000000 574.920 60.990 0.000000 589.010 61.190 0.000000 593.630 61.220 0.000000 607.600 61.080 0.000000 616.960 60.920 0.000000 621.580 60.730 0.000000 626.200 60.600 0.000000 630.480 60.430 0.000000 638.930 60.240 0.000000 643.100 60.110 0.000000 650.760 59.940 0.000000 658.200 59.560 0.000000 662.480 59.520 0.000000 666.650 59.620 0.000000 670.820 59.590 0.000000 674.990 59.450 0.000000 678.710 59.360 0.000000 682.540 59.410 0.000000 686.600 59.590 0.000000 690.540 59.870 0.000000 694.600 59.990 0.000000 698.430 59.930 0.000000 702.150 59.690 0.000000 710.600 58.800 0.000000 714.320 58.550 0.000000 718.040 58.570 0.000000 722.990 58.730 0.000000 727.280 59.080 0.000000 731.780 58.990 0.000000 734.370 58.800 0.000000 736.850 58.670 0.000000 740.800 58.580 0.000000 744.970 58.570 0.000000 753.420 58.100 0.000000 758.260 57.910 0.000000 763.560 57.640 0.000000 773.360 57.350 0.000000 778.320 57.380 0.000000 783.280 57.500 0.000000 785.870 57.640 0.000000 788.350 57.730 0.000000 792.180 57.670 0.000000 795.900 57.480 0.000000 800.300 57.350 0.000000 804.130 57.380 0.000000 812.690 57.780 0.000000 820.130 57.700 0.000000 823.850 57.710 0.000000 828.020 57.690 0.000000 831.740 57.600 0.000000 840.190 57.460 0.000000 848.190 57.430 0.000000 853.260 57.390 0.000000 856.080 57.420 0.000000 861.030 57.750 0.000000 865.430 57.800 0.000000 869.600 57.610 0.000000 873.990 57.530 0.000000 878.050 57.520 0.000000 880.530 57.420 0.000000 885.040 57.420 0.000000 889.660 57.200 0.000000 897.660 57.030 0.000000 901.600 57.000 0.000000 905.660 57.040 0.000000 909.490 57.150 0.000000 913.210 57.280 0.000000 917.940 57.520 0.000000 926.390 57.430 0.000000 930.560 57.540 0.000000 934.280 57.690 0.000000 938.000 57.700 0.000000 941.720 57.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1151 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 946.340 57.550 0.000000 950.620 57.420 0.000000 954.790 57.380 0.000000 958.960 57.490 0.000000 961.660 57.810 0.000000 971.690 57.980 0.000000 975.410 57.950 0.000000 982.850 57.610 0.000000 986.000 57.410 0.000000 989.950 56.990 0.000000 994.900 56.570 0.000000 999.860 56.220 0.000000 1004.820 56.150 0.000000 1009.670 56.190 0.000000 1022.170 56.410 0.000000 1034.800 56.520 0.000000 1038.180 56.520 0.000000 1042.010 56.610 0.000000 1046.290 56.610 0.000000 1050.010 56.540 0.000000 1053.610 56.400 0.000000 1057.330 56.290 0.000000 1063.420 56.370 0.000000 1075.020 56.620 0.000000 1086.740 56.960 0.000000 1090.580 57.110 0.000000 1094.520 57.200 0.000000 1098.910 57.280 0.000000 1106.350 57.370 0.000000 1112.660 57.520 0.000000 1115.250 57.500 0.000000 1122.580 57.310 0.000000 1126.860 57.390 0.000000 --------------------------------------------------------------------- Name: XA3170B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 63.300 0.000000 5.420 63.460 0.000000 15.310 63.430 0.000000 20.160 63.360 0.000000 22.910 63.420 0.000000 29.470 63.470 0.000000 33.180 63.420 0.000000 36.890 63.310 0.000000 39.460 63.350 0.000000 42.020 63.310 0.000000 45.730 63.360 0.000000 49.540 63.380 0.000000 58.380 63.290 0.000000 69.600 63.330 0.000000 72.360 63.290 0.000000 75.110 63.160 0.000000 79.300 63.250 0.000000 83.480 63.290 0.000000 91.750 63.160 0.000000 95.930 63.210 0.000000 104.300 63.090 0.000000 108.490 63.090 0.000000 112.480 63.180 0.000000 125.030 63.000 0.000000 133.110 63.010 0.000000 137.290 62.960 0.000000 141.380 62.960 0.000000 144.230 63.060 0.000000 146.990 62.990 0.000000 151.940 62.930 0.000000 156.880 63.000 0.000000 161.920 62.860 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1152 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 164.680 62.900 0.000000 171.710 62.890 0.000000 180.170 62.860 0.000000 184.070 62.810 0.000000 188.260 62.850 0.000000 192.440 62.850 0.000000 196.620 62.800 0.000000 200.810 62.820 0.000000 210.410 62.670 0.000000 218.970 62.740 0.000000 223.060 62.820 0.000000 230.470 62.790 0.000000 239.030 62.690 0.000000 246.540 62.710 0.000000 251.580 62.660 0.000000 261.470 62.650 0.000000 272.210 62.560 0.000000 276.390 62.650 0.000000 280.580 62.690 0.000000 288.950 62.530 0.000000 293.030 62.620 0.000000 297.220 62.640 0.000000 301.400 62.570 0.000000 305.580 62.530 0.000000 308.340 62.520 0.000000 311.100 62.470 0.000000 314.900 62.470 0.000000 322.320 62.510 0.000000 324.880 62.570 0.000000 338.670 62.430 0.000000 341.240 62.460 0.000000 343.810 62.390 0.000000 363.870 62.340 0.000000 371.280 62.230 0.000000 374.040 62.240 0.000000 376.800 62.200 0.000000 380.980 62.250 0.000000 385.170 62.270 0.000000 393.530 62.210 0.000000 410.270 62.190 0.000000 414.160 62.120 0.000000 418.350 62.130 0.000000 426.620 62.210 0.000000 429.470 62.140 0.000000 432.230 62.110 0.000000 437.170 62.180 0.000000 442.210 62.110 0.000000 447.160 62.080 0.000000 449.820 62.100 0.000000 464.840 61.910 0.000000 469.020 61.950 0.000000 477.390 61.920 0.000000 481.580 61.940 0.000000 485.760 61.850 0.000000 501.160 61.880 0.000000 504.010 61.850 0.000000 508.960 61.870 0.000000 513.900 61.810 0.000000 518.940 61.680 0.000000 521.700 61.730 0.000000 524.460 61.700 0.000000 528.640 61.720 0.000000 532.820 61.700 0.000000 540.900 61.740 0.000000 552.030 61.740 0.000000 554.790 61.710 0.000000 557.540 61.620 0.000000 565.910 61.690 0.000000 570.090 61.680 0.000000 574.280 61.600 0.000000 579.790 61.580 0.000000 590.920 61.460 0.000000 593.480 61.560 0.000000 596.150 61.590 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1153 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 599.850 61.590 0.000000 607.270 61.490 0.000000 609.840 61.530 0.000000 612.400 61.490 0.000000 619.920 61.530 0.000000 623.620 61.530 0.000000 628.760 61.370 0.000000 636.270 61.490 0.000000 639.980 61.450 0.000000 642.540 61.530 0.000000 645.110 61.430 0.000000 657.760 61.290 0.000000 666.030 61.310 0.000000 670.210 61.390 0.000000 674.400 61.400 0.000000 678.580 61.260 0.000000 681.340 61.320 0.000000 684.090 61.290 0.000000 687.800 61.340 0.000000 691.510 61.340 0.000000 700.450 61.260 0.000000 704.160 61.320 0.000000 707.860 61.320 0.000000 714.420 61.230 0.000000 722.130 61.300 0.000000 727.070 61.270 0.000000 732.010 61.170 0.000000 742.280 61.200 0.000000 754.830 61.070 0.000000 758.730 61.060 0.000000 766.150 61.110 0.000000 769.090 61.020 0.000000 772.140 60.890 0.000000 775.840 61.000 0.000000 779.550 61.000 0.000000 787.160 60.870 0.000000 795.530 60.840 0.000000 799.610 60.900 0.000000 802.470 60.870 0.000000 805.220 60.810 0.000000 810.170 60.790 0.000000 820.150 60.900 0.000000 826.240 60.770 0.000000 830.420 60.870 0.000000 834.510 60.900 0.000000 846.960 60.720 0.000000 854.380 60.860 0.000000 858.090 60.850 0.000000 863.320 60.640 0.000000 867.500 60.770 0.000000 871.680 60.800 0.000000 875.870 60.670 0.000000 878.530 60.640 0.000000 881.100 60.630 0.000000 884.810 60.690 0.000000 888.510 60.680 0.000000 892.220 60.610 0.000000 894.790 60.510 0.000000 897.450 60.490 0.000000 904.870 60.660 0.000000 908.570 60.670 0.000000 911.330 60.510 0.000000 914.180 60.450 0.000000 919.130 60.550 0.000000 924.070 60.540 0.000000 929.020 60.570 0.000000 931.870 60.460 0.000000 938.430 60.560 0.000000 942.140 60.510 0.000000 945.850 60.400 0.000000 950.790 60.380 0.000000 --------------------------------------------------------------------- Name: XA3180C Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1154 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.570 0.000000 4.200 68.570 0.000000 8.410 68.450 0.000000 11.720 68.290 0.000000 17.830 68.070 0.000000 22.540 67.950 0.000000 27.130 67.910 0.000000 31.710 67.900 0.000000 66.090 67.880 0.000000 84.310 67.900 0.000000 92.840 67.880 0.000000 105.320 67.770 0.000000 124.420 67.360 0.000000 129.390 67.300 0.000000 134.480 67.330 0.000000 144.410 67.670 0.000000 149.380 67.680 0.000000 160.460 67.870 0.000000 168.870 67.890 0.000000 172.940 67.920 0.000000 177.020 68.000 0.000000 185.170 68.040 0.000000 197.900 68.280 0.000000 202.610 68.430 0.000000 207.200 68.450 0.000000 216.500 67.970 0.000000 225.790 67.680 0.000000 237.000 67.400 0.000000 241.580 67.330 0.000000 250.620 67.280 0.000000 255.210 67.280 0.000000 263.360 67.380 0.000000 271.260 67.290 0.000000 274.950 67.280 0.000000 291.630 67.530 0.000000 299.020 67.580 0.000000 344.100 67.560 0.000000 350.980 67.580 0.000000 359.380 67.650 0.000000 362.690 67.640 0.000000 366.770 67.570 0.000000 375.300 67.690 0.000000 381.160 67.900 0.000000 383.710 68.050 0.000000 386.130 68.020 0.000000 389.560 67.900 0.000000 391.860 67.870 0.000000 401.530 67.790 0.000000 406.370 67.780 0.000000 411.340 67.700 0.000000 416.180 67.660 0.000000 429.170 67.630 0.000000 459.990 67.490 0.000000 467.500 67.410 0.000000 503.800 67.330 0.000000 518.820 66.960 0.000000 523.790 66.900 0.000000 530.540 66.930 0.000000 540.730 66.790 0.000000 544.550 66.820 0.000000 555.250 66.970 0.000000 559.450 66.950 0.000000 566.960 67.070 0.000000 570.270 67.040 0.000000 578.680 67.050 0.000000 591.160 66.990 0.000000 601.470 67.030 0.000000 623.120 67.220 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1155 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 634.330 67.380 0.000000 639.170 67.280 0.000000 647.700 67.250 0.000000 654.830 67.170 0.000000 672.030 67.270 0.000000 677.370 67.270 0.000000 680.300 67.220 0.000000 683.740 67.250 0.000000 691.380 67.160 0.000000 703.860 67.060 0.000000 708.450 67.060 0.000000 717.110 67.140 0.000000 720.800 67.140 0.000000 725.510 67.200 0.000000 735.060 67.170 0.000000 744.490 67.030 0.000000 749.200 67.030 0.000000 758.620 66.940 0.000000 772.760 66.940 0.000000 777.600 67.000 0.000000 782.570 67.000 0.000000 787.410 66.950 0.000000 792.120 66.840 0.000000 796.830 66.860 0.000000 799.890 66.810 0.000000 802.810 66.720 0.000000 807.780 66.660 0.000000 814.530 66.630 0.000000 818.480 66.630 0.000000 826.250 66.750 0.000000 833.760 66.620 0.000000 845.730 66.630 0.000000 852.990 66.680 0.000000 859.740 66.780 0.000000 864.450 66.770 0.000000 869.160 66.840 0.000000 872.860 66.850 0.000000 876.550 66.910 0.000000 894.510 66.770 0.000000 903.680 66.760 0.000000 912.840 66.810 0.000000 926.470 66.970 0.000000 934.880 67.010 0.000000 944.050 67.010 0.000000 955.510 66.840 0.000000 963.910 66.790 0.000000 973.460 66.920 0.000000 988.110 66.820 0.000000 997.790 66.810 0.000000 1005.170 66.860 0.000000 1009.380 66.810 0.000000 1018.160 66.760 0.000000 1037.650 66.730 0.000000 1045.420 66.780 0.000000 1051.910 66.870 0.000000 1059.550 66.930 0.000000 1065.790 67.020 0.000000 1069.490 67.030 0.000000 1081.330 66.900 0.000000 1105.780 66.760 0.000000 1114.190 66.740 0.000000 1119.150 66.760 0.000000 1123.990 66.810 0.000000 1128.960 66.580 0.000000 1132.270 66.490 0.000000 1135.580 66.300 0.000000 1140.160 66.130 0.000000 1144.750 66.020 0.000000 1149.330 65.970 0.000000 1153.920 66.090 0.000000 1156.590 66.190 0.000000 1163.980 65.990 0.000000 1172.380 65.930 0.000000 1179.770 65.820 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1156 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1183.460 65.810 0.000000 1187.160 65.800 0.000000 1193.010 65.810 0.000000 1220.010 66.040 0.000000 1222.810 66.040 0.000000 1239.750 65.900 0.000000 1248.920 65.840 0.000000 1258.220 65.850 0.000000 1269.300 65.900 0.000000 1273.500 65.870 0.000000 --------------------------------------------------------------------- Name: XA3190C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.640 0.000000 12.300 68.680 0.000000 20.960 68.630 0.000000 25.650 68.560 0.000000 34.100 68.680 0.000000 38.360 68.600 0.000000 59.050 68.310 0.000000 68.060 68.310 0.000000 77.080 68.360 0.000000 86.580 68.430 0.000000 96.290 68.550 0.000000 106.010 68.700 0.000000 110.900 68.810 0.000000 115.790 68.940 0.000000 120.610 69.160 0.000000 125.500 69.520 0.000000 130.390 69.200 0.000000 135.220 68.940 0.000000 139.760 68.940 0.000000 148.910 68.300 0.000000 153.520 68.180 0.000000 158.210 68.150 0.000000 162.050 68.190 0.000000 169.740 68.360 0.000000 173.650 68.500 0.000000 177.700 68.580 0.000000 180.920 68.580 0.000000 185.040 68.510 0.000000 193.150 68.220 0.000000 197.270 68.180 0.000000 201.320 68.040 0.000000 205.860 68.040 0.000000 210.410 67.990 0.000000 214.880 68.040 0.000000 219.420 68.160 0.000000 223.890 68.230 0.000000 232.980 68.210 0.000000 237.450 68.130 0.000000 246.460 68.200 0.000000 254.990 68.100 0.000000 263.440 68.100 0.000000 272.460 68.160 0.000000 281.540 68.170 0.000000 290.630 68.260 0.000000 295.170 68.370 0.000000 299.710 68.590 0.000000 302.650 68.770 0.000000 305.580 68.790 0.000000 308.940 68.530 0.000000 313.060 68.250 0.000000 317.180 68.100 0.000000 325.360 67.910 0.000000 329.620 67.860 0.000000 333.460 67.920 0.000000 337.450 68.060 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1157 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 341.640 68.110 0.000000 345.760 68.090 0.000000 349.670 68.010 0.000000 357.290 67.900 0.000000 365.470 67.820 0.000000 381.190 67.740 0.000000 404.390 67.720 0.000000 439.330 67.790 0.000000 444.010 67.700 0.000000 448.690 67.510 0.000000 458.060 67.020 0.000000 462.810 66.940 0.000000 472.170 66.930 0.000000 486.290 67.140 0.000000 491.180 67.170 0.000000 510.960 67.180 0.000000 530.730 67.130 0.000000 535.690 67.150 0.000000 565.320 67.430 0.000000 570.280 67.510 0.000000 575.240 67.500 0.000000 580.140 67.340 0.000000 590.060 67.350 0.000000 595.020 67.290 0.000000 599.910 67.350 0.000000 604.870 67.370 0.000000 609.830 67.470 0.000000 614.800 67.520 0.000000 639.460 67.560 0.000000 654.280 67.520 0.000000 669.160 67.790 0.000000 683.980 67.950 0.000000 698.790 68.070 0.000000 --------------------------------------------------------------------- Name: XA3200B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.650 0.000000 3.056 68.650 0.000000 6.113 68.750 0.000000 9.989 68.820 0.000000 13.493 68.860 0.000000 16.996 68.830 0.000000 21.618 68.820 0.000000 26.240 68.750 0.000000 30.675 68.650 0.000000 35.073 68.560 0.000000 39.434 68.480 0.000000 43.795 68.410 0.000000 48.156 68.340 0.000000 52.517 68.280 0.000000 55.834 68.260 0.000000 59.151 68.250 0.000000 62.469 68.120 0.000000 65.749 67.950 0.000000 69.513 67.750 0.000000 73.278 67.700 0.000000 77.750 67.520 0.000000 82.223 67.520 0.000000 85.578 67.680 0.000000 88.932 67.780 0.000000 92.287 67.730 0.000000 95.604 67.660 0.000000 99.406 67.680 0.000000 103.170 67.750 0.000000 106.935 67.610 0.000000 110.737 67.560 0.000000 114.501 67.590 0.000000 118.266 67.650 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1158 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 122.440 67.570 0.000000 126.615 67.520 0.000000 130.789 67.530 0.000000 134.927 67.610 0.000000 139.101 67.700 0.000000 143.276 67.580 0.000000 145.922 67.580 0.000000 148.531 67.570 0.000000 151.177 67.530 0.000000 153.786 67.460 0.000000 156.545 67.420 0.000000 159.265 67.400 0.000000 163.589 67.350 0.000000 167.875 67.290 0.000000 170.820 67.270 0.000000 173.802 67.260 0.000000 176.746 67.330 0.000000 179.691 67.430 0.000000 183.083 67.690 0.000000 186.474 67.950 0.000000 190.202 68.080 0.000000 193.966 68.070 0.000000 198.700 68.060 0.000000 203.471 68.050 0.000000 206.862 68.030 0.000000 210.292 68.020 0.000000 213.683 68.000 0.000000 217.112 67.990 0.000000 222.032 67.950 0.000000 226.990 67.900 0.000000 231.500 67.850 0.000000 236.010 67.820 0.000000 239.513 67.800 0.000000 243.017 67.780 0.000000 246.520 67.780 0.000000 250.024 67.770 0.000000 253.565 67.770 0.000000 257.069 67.780 0.000000 260.572 67.800 0.000000 264.113 67.810 0.000000 268.921 67.830 0.000000 273.729 67.830 0.000000 278.575 67.820 0.000000 282.414 67.810 0.000000 286.290 67.810 0.000000 288.974 67.820 0.000000 291.657 67.810 0.000000 294.341 67.840 0.000000 296.987 68.090 0.000000 301.050 68.200 0.000000 305.076 68.010 0.000000 308.467 67.790 0.000000 311.822 67.760 0.000000 315.922 67.800 0.000000 320.022 67.800 0.000000 322.743 67.730 0.000000 325.501 67.670 0.000000 329.824 67.700 0.000000 332.732 67.800 0.000000 335.639 67.640 0.000000 339.814 67.650 0.000000 343.988 67.830 0.000000 346.560 67.730 0.000000 349.132 67.690 0.000000 351.703 67.740 0.000000 354.238 67.800 0.000000 358.599 67.810 0.000000 362.922 67.860 0.000000 367.842 67.940 0.000000 372.725 67.970 0.000000 --------------------------------------------------------------------- Name: XA3210B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1159 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.650 0.000000 13.280 68.610 0.000000 22.300 68.550 0.000000 24.900 68.510 0.000000 31.620 68.490 0.000000 35.740 68.410 0.000000 39.960 68.300 0.000000 44.040 68.280 0.000000 51.370 68.330 0.000000 55.720 68.390 0.000000 60.520 68.370 0.000000 65.350 68.400 0.000000 70.150 68.350 0.000000 74.980 68.400 0.000000 82.800 68.420 0.000000 85.830 68.400 0.000000 94.060 68.530 0.000000 100.140 68.560 0.000000 102.810 68.620 0.000000 108.890 68.530 0.000000 116.670 68.670 0.000000 121.090 68.570 0.000000 125.510 68.500 0.000000 129.930 68.500 0.000000 138.770 68.420 0.000000 141.520 68.460 0.000000 144.270 68.460 0.000000 147.880 68.520 0.000000 151.490 68.520 0.000000 155.120 68.480 0.000000 160.010 68.490 0.000000 165.990 68.590 0.000000 169.120 68.730 0.000000 172.260 68.820 0.000000 176.770 68.800 0.000000 184.030 68.690 0.000000 187.120 68.760 0.000000 195.010 68.740 0.000000 199.790 68.760 0.000000 213.710 68.920 0.000000 225.500 68.970 0.000000 --------------------------------------------------------------------- Name: XA3210C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.730 0.000000 4.150 71.720 0.000000 8.300 71.660 0.000000 15.230 71.630 0.000000 17.950 71.590 0.000000 25.390 71.330 0.000000 30.180 70.980 0.000000 33.610 70.590 0.000000 37.040 70.100 0.000000 39.830 69.650 0.000000 42.620 69.400 0.000000 47.200 69.250 0.000000 50.340 69.190 0.000000 53.490 69.180 0.000000 60.780 69.230 0.000000 65.570 69.200 0.000000 73.870 69.080 0.000000 78.020 69.090 0.000000 82.160 69.340 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1160 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 85.530 69.440 0.000000 91.030 69.540 0.000000 94.250 69.550 0.000000 98.760 69.390 0.000000 102.190 69.150 0.000000 106.410 68.890 0.000000 110.550 68.760 0.000000 114.700 68.680 0.000000 123.140 68.520 0.000000 126.860 68.490 0.000000 136.160 68.620 0.000000 145.880 68.590 0.000000 150.740 68.640 0.000000 155.610 68.530 0.000000 176.700 68.400 0.000000 180.560 68.470 0.000000 192.360 68.540 0.000000 207.670 68.550 0.000000 211.530 68.520 0.000000 219.460 68.490 0.000000 223.830 68.570 0.000000 227.830 68.580 0.000000 232.840 68.520 0.000000 240.200 68.360 0.000000 243.850 68.320 0.000000 246.710 68.360 0.000000 249.570 68.360 0.000000 258.370 68.240 0.000000 261.080 68.180 0.000000 269.160 68.200 0.000000 277.100 68.370 0.000000 298.840 68.370 0.000000 316.860 68.330 0.000000 327.660 68.250 0.000000 335.020 68.230 0.000000 344.610 68.270 0.000000 357.840 68.400 0.000000 362.200 68.380 0.000000 371.140 68.250 0.000000 374.780 68.210 0.000000 385.800 68.170 0.000000 413.180 68.310 0.000000 417.980 68.370 0.000000 426.410 68.520 0.000000 444.790 68.100 0.000000 449.010 68.090 0.000000 453.230 68.210 0.000000 457.090 68.210 0.000000 465.320 68.160 0.000000 472.750 68.150 0.000000 508.790 68.140 0.000000 557.490 68.190 0.000000 591.890 68.290 0.000000 611.910 68.400 0.000000 626.860 68.550 0.000000 639.870 68.760 0.000000 644.090 68.900 0.000000 648.310 68.980 0.000000 653.320 68.900 0.000000 660.470 68.980 0.000000 663.760 69.000 0.000000 667.470 68.900 0.000000 671.190 68.780 0.000000 680.420 68.670 0.000000 688.710 68.610 0.000000 698.510 68.600 0.000000 715.100 68.650 0.000000 --------------------------------------------------------------------- Name: XA3220B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1161 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 71.730 0.000000 4.740 71.530 0.000000 9.480 71.040 0.000000 14.230 70.300 0.000000 18.970 69.820 0.000000 23.710 69.760 0.000000 36.060 69.700 0.000000 51.940 69.670 0.000000 82.020 69.680 0.000000 109.450 69.460 0.000000 116.900 69.520 0.000000 121.070 69.480 0.000000 129.470 69.490 0.000000 137.710 69.350 0.000000 150.220 69.290 0.000000 157.890 69.500 0.000000 161.710 69.560 0.000000 169.630 69.180 0.000000 173.040 69.210 0.000000 177.560 69.300 0.000000 182.040 69.450 0.000000 188.630 69.470 0.000000 191.400 69.610 0.000000 194.170 69.540 0.000000 196.620 69.580 0.000000 205.250 69.810 0.000000 209.060 69.710 0.000000 212.880 69.540 0.000000 216.700 69.420 0.000000 224.440 69.450 0.000000 232.430 69.330 0.000000 237.390 69.340 0.000000 241.810 69.260 0.000000 246.270 69.060 0.000000 250.690 69.120 0.000000 255.150 69.210 0.000000 259.570 69.220 0.000000 262.020 69.260 0.000000 264.600 69.360 0.000000 267.180 69.280 0.000000 270.840 69.390 0.000000 278.190 69.770 0.000000 282.070 69.740 0.000000 287.040 69.630 0.000000 291.340 69.680 0.000000 295.630 69.850 0.000000 299.640 69.860 0.000000 303.680 69.940 0.000000 310.080 70.000 0.000000 314.060 69.870 0.000000 318.260 69.820 0.000000 --------------------------------------------------------------------- Name: XA3240B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.600 0.000000 8.200 68.420 0.000000 12.320 68.270 0.000000 19.520 68.200 0.000000 22.630 68.120 0.000000 30.030 67.990 0.000000 38.950 67.890 0.000000 46.940 67.860 0.000000 74.610 67.620 0.000000 79.240 67.620 0.000000 87.610 67.480 0.000000 106.870 67.430 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1162 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 109.520 67.470 0.000000 122.690 67.500 0.000000 130.970 67.450 0.000000 151.080 67.420 0.000000 162.730 67.330 0.000000 171.100 67.400 0.000000 178.500 67.390 0.000000 188.000 67.400 0.000000 197.470 67.540 0.000000 203.060 67.490 0.000000 216.020 67.280 0.000000 229.180 67.200 0.000000 233.180 67.200 0.000000 236.830 67.240 0.000000 240.490 67.390 0.000000 245.330 67.680 0.000000 248.400 67.820 0.000000 256.850 68.280 0.000000 261.060 68.100 0.000000 265.310 68.070 0.000000 270.100 68.080 0.000000 274.860 67.810 0.000000 279.650 67.590 0.000000 289.240 67.600 0.000000 294.030 67.520 0.000000 298.830 67.490 0.000000 303.620 67.520 0.000000 308.420 67.520 0.000000 313.210 67.440 0.000000 318.010 67.400 0.000000 322.800 67.480 0.000000 326.130 67.490 0.000000 333.820 67.360 0.000000 337.860 67.360 0.000000 349.720 67.390 0.000000 357.710 67.480 0.000000 369.190 67.550 0.000000 373.860 67.540 0.000000 387.870 67.660 0.000000 402.040 67.860 0.000000 405.530 67.860 0.000000 412.350 67.990 0.000000 420.590 68.220 0.000000 --------------------------------------------------------------------- Name: XA3270B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.780 0.000000 8.810 68.840 0.000000 12.470 68.780 0.000000 16.140 68.690 0.000000 24.510 68.590 0.000000 31.850 68.360 0.000000 38.090 68.540 0.000000 40.850 68.300 0.000000 45.670 68.480 0.000000 50.490 68.790 0.000000 55.320 69.010 0.000000 60.130 69.120 0.000000 69.790 69.060 0.000000 74.610 69.070 0.000000 79.430 69.050 0.000000 94.110 68.910 0.000000 99.040 68.890 0.000000 108.910 68.980 0.000000 113.460 68.900 0.000000 118.030 68.920 0.000000 122.590 68.830 0.000000 131.710 69.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1163 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 140.820 69.140 0.000000 145.390 69.160 0.000000 --------------------------------------------------------------------- Name: XA3270C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.590 0.000000 22.620 69.470 0.000000 30.150 69.340 0.000000 38.020 69.270 0.000000 46.570 69.120 0.000000 53.990 68.930 0.000000 58.340 68.930 0.000000 63.210 68.810 0.000000 68.180 68.830 0.000000 73.160 68.790 0.000000 80.500 68.790 0.000000 86.270 68.720 0.000000 90.590 68.790 0.000000 94.900 68.740 0.000000 106.920 68.830 0.000000 110.330 68.720 0.000000 113.730 68.730 0.000000 118.130 68.790 0.000000 131.350 68.690 0.000000 135.760 68.750 0.000000 140.170 68.760 0.000000 144.570 68.710 0.000000 156.080 68.690 0.000000 159.730 68.640 0.000000 171.710 68.640 0.000000 179.730 68.750 0.000000 184.380 68.870 0.000000 --------------------------------------------------------------------- Name: XA3270D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.800 0.000000 7.800 69.000 0.000000 15.700 69.000 0.000000 29.200 69.000 0.000000 42.700 69.000 0.000000 53.700 69.200 0.000000 64.800 69.200 0.000000 76.900 69.200 0.000000 89.100 69.200 0.000000 101.200 69.200 0.000000 115.500 69.100 0.000000 129.800 69.100 0.000000 144.000 69.100 0.000000 158.300 69.000 0.000000 172.600 69.200 0.000000 186.800 69.300 0.000000 198.900 69.100 0.000000 211.000 69.200 0.000000 223.000 69.200 0.000000 235.200 69.100 0.000000 247.200 68.900 0.000000 259.200 69.500 0.000000 271.200 69.500 0.000000 284.500 82.700 0.000000 297.700 92.600 0.000000 311.000 92.700 0.000000 324.200 92.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1164 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 334.000 92.800 0.000000 343.800 92.900 0.000000 353.500 93.100 0.000000 360.300 93.300 0.000000 371.500 93.200 0.000000 382.700 92.900 0.000000 393.900 92.700 0.000000 405.000 92.400 0.000000 416.000 92.100 0.000000 427.100 91.900 0.000000 441.000 91.400 0.000000 454.900 91.100 0.000000 468.800 90.700 0.000000 482.700 90.400 0.000000 494.500 84.300 0.000000 506.900 76.600 0.000000 519.200 69.000 0.000000 531.500 68.900 0.000000 542.900 69.000 0.000000 554.400 69.000 0.000000 567.800 68.900 0.000000 577.900 68.800 0.000000 588.000 68.800 0.000000 598.100 68.900 0.000000 612.100 68.900 0.000000 --------------------------------------------------------------------- Name: XA3270E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.900 0.000000 5.000 68.780 0.000000 10.000 68.760 0.000000 15.000 68.750 0.000000 20.000 68.750 0.000000 25.000 68.780 0.000000 --------------------------------------------------------------------- Name: XA3280B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.160 0.000000 4.140 69.130 0.000000 8.370 69.070 0.000000 12.510 68.960 0.000000 16.650 68.930 0.000000 24.370 69.010 0.000000 33.390 68.970 0.000000 39.640 69.000 0.000000 44.610 68.920 0.000000 48.560 68.880 0.000000 51.040 68.880 0.000000 53.620 68.850 0.000000 60.520 68.850 0.000000 68.060 68.790 0.000000 75.140 68.810 0.000000 78.730 68.800 0.000000 82.310 68.840 0.000000 88.930 68.870 0.000000 95.650 68.860 0.000000 102.270 68.880 0.000000 105.770 68.970 0.000000 109.350 69.010 0.000000 116.800 68.990 0.000000 134.370 69.080 0.000000 137.860 69.090 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1165 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 147.430 69.040 0.000000 155.710 68.940 0.000000 160.300 69.010 0.000000 165.550 69.210 0.000000 170.140 69.280 0.000000 174.010 69.250 0.000000 177.870 69.150 0.000000 185.690 69.090 0.000000 189.550 69.100 0.000000 200.130 69.160 0.000000 204.360 69.220 0.000000 215.850 69.100 0.000000 225.140 69.240 0.000000 228.910 69.220 0.000000 237.650 69.340 0.000000 242.520 69.320 0.000000 246.200 69.390 0.000000 249.970 69.390 0.000000 257.790 69.340 0.000000 266.070 69.410 0.000000 276.000 69.330 0.000000 280.880 69.330 0.000000 284.740 69.390 0.000000 289.710 69.380 0.000000 298.440 69.290 0.000000 305.620 69.340 0.000000 313.890 69.380 0.000000 318.120 69.370 0.000000 329.900 69.200 0.000000 346.450 69.110 0.000000 350.130 69.140 0.000000 358.590 69.260 0.000000 364.840 69.410 0.000000 371.190 69.390 0.000000 382.690 69.280 0.000000 387.290 69.330 0.000000 391.880 69.500 0.000000 404.210 69.810 0.000000 413.130 70.070 0.000000 417.540 70.320 0.000000 422.050 70.770 0.000000 426.460 71.110 0.000000 431.060 71.420 0.000000 435.660 71.770 0.000000 439.520 71.960 0.000000 443.480 72.110 0.000000 447.340 72.330 0.000000 451.200 72.340 0.000000 455.620 72.280 0.000000 465.370 71.970 0.000000 470.240 71.780 0.000000 479.720 71.710 0.000000 484.500 71.650 0.000000 489.280 71.620 0.000000 494.060 71.640 0.000000 498.850 71.570 0.000000 503.630 71.400 0.000000 513.190 71.120 0.000000 517.980 71.170 0.000000 522.760 71.130 0.000000 527.540 71.250 0.000000 532.320 71.460 0.000000 537.100 71.600 0.000000 541.890 72.000 0.000000 549.800 72.430 0.000000 552.280 72.540 0.000000 556.050 72.800 0.000000 559.910 72.970 0.000000 567.550 72.970 0.000000 571.040 73.030 0.000000 574.630 73.020 0.000000 579.410 72.720 0.000000 582.170 72.630 0.000000 588.060 72.050 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1166 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 591.180 71.830 0.000000 595.870 71.740 0.000000 605.250 71.290 0.000000 608.470 71.170 0.000000 611.600 71.090 0.000000 619.600 70.570 0.000000 624.480 70.360 0.000000 629.440 70.180 0.000000 634.320 70.060 0.000000 644.160 69.930 0.000000 649.030 69.810 0.000000 654.000 69.740 0.000000 658.870 69.740 0.000000 663.840 69.880 0.000000 673.310 69.820 0.000000 680.760 69.600 0.000000 689.040 69.540 0.000000 700.440 69.510 0.000000 703.200 69.530 0.000000 720.490 69.380 0.000000 728.030 69.400 0.000000 736.590 69.330 0.000000 740.820 69.360 0.000000 748.910 69.370 0.000000 757.010 69.430 0.000000 764.450 69.450 0.000000 780.180 69.350 0.000000 792.230 69.150 0.000000 804.370 69.110 0.000000 808.050 69.130 0.000000 819.730 69.260 0.000000 826.990 69.310 0.000000 839.500 69.310 0.000000 846.950 69.430 0.000000 856.420 69.370 0.000000 861.210 69.450 0.000000 865.900 69.610 0.000000 870.590 69.680 0.000000 875.370 69.690 0.000000 880.060 69.790 0.000000 885.030 69.840 0.000000 903.050 69.890 0.000000 907.190 69.950 0.000000 919.700 70.040 0.000000 --------------------------------------------------------------------- Name: XA3280C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.370 0.000000 8.830 70.390 0.000000 15.770 70.360 0.000000 27.600 70.380 0.000000 31.730 70.330 0.000000 35.610 70.240 0.000000 39.470 70.190 0.000000 43.350 70.150 0.000000 47.200 70.000 0.000000 52.180 69.930 0.000000 62.150 69.960 0.000000 67.100 69.880 0.000000 72.080 69.940 0.000000 77.070 69.780 0.000000 82.050 69.800 0.000000 87.030 69.720 0.000000 92.020 69.720 0.000000 97.000 69.640 0.000000 101.950 69.610 0.000000 116.900 69.660 0.000000 121.880 69.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1167 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 131.850 69.610 0.000000 136.830 69.580 0.000000 141.690 69.610 0.000000 156.370 69.510 0.000000 162.570 69.490 0.000000 174.400 69.500 0.000000 183.540 69.400 0.000000 186.900 69.390 0.000000 190.670 69.440 0.000000 194.460 69.420 0.000000 202.740 69.300 0.000000 207.230 69.280 0.000000 216.220 69.350 0.000000 220.720 69.320 0.000000 225.210 69.360 0.000000 234.200 69.300 0.000000 239.030 69.230 0.000000 253.460 69.210 0.000000 261.920 69.110 0.000000 269.410 69.110 0.000000 275.310 69.060 0.000000 286.140 69.050 0.000000 291.030 69.070 0.000000 305.700 69.160 0.000000 --------------------------------------------------------------------- Name: XA3290C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.020 0.000000 4.870 69.980 0.000000 9.730 70.040 0.000000 14.570 70.060 0.000000 19.440 70.040 0.000000 28.800 70.130 0.000000 37.690 70.010 0.000000 45.770 70.070 0.000000 49.470 70.070 0.000000 53.400 70.010 0.000000 56.710 70.000 0.000000 65.630 70.060 0.000000 72.340 70.020 0.000000 75.230 70.060 0.000000 84.300 69.920 0.000000 90.320 69.930 0.000000 101.780 69.850 0.000000 106.060 69.850 0.000000 110.330 69.940 0.000000 114.600 69.960 0.000000 120.730 69.850 0.000000 123.670 69.840 0.000000 128.980 69.920 0.000000 133.200 69.920 0.000000 141.380 69.810 0.000000 146.710 69.790 0.000000 156.320 69.940 0.000000 163.480 69.810 0.000000 168.130 69.810 0.000000 172.740 69.860 0.000000 177.390 69.840 0.000000 182.010 69.930 0.000000 191.270 69.840 0.000000 194.600 69.850 0.000000 200.260 69.820 0.000000 206.980 69.840 0.000000 214.070 69.800 0.000000 217.010 69.860 0.000000 219.940 69.820 0.000000 228.070 69.810 0.000000 232.390 69.670 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1168 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 235.360 69.730 0.000000 239.680 69.790 0.000000 242.100 69.790 0.000000 246.990 69.690 0.000000 --------------------------------------------------------------------- Name: XA3290D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.810 0.000000 4.590 69.830 0.000000 8.280 69.820 0.000000 19.490 69.690 0.000000 28.030 69.630 0.000000 32.110 69.630 0.000000 40.260 69.690 0.000000 55.800 69.570 0.000000 63.700 69.610 0.000000 79.120 69.790 0.000000 90.710 69.720 0.000000 94.790 69.720 0.000000 99.000 69.780 0.000000 106.640 69.820 0.000000 113.010 69.810 0.000000 120.780 69.700 0.000000 123.580 69.700 0.000000 126.770 69.760 0.000000 129.960 69.870 0.000000 139.000 69.840 0.000000 146.650 69.760 0.000000 150.210 69.760 0.000000 153.910 69.810 0.000000 158.620 69.820 0.000000 161.550 69.760 0.000000 169.070 69.760 0.000000 173.530 69.800 0.000000 178.110 69.870 0.000000 196.720 69.800 0.000000 205.250 69.810 0.000000 212.770 69.850 0.000000 220.160 69.930 0.000000 230.100 70.120 0.000000 234.940 70.190 0.000000 239.140 70.030 0.000000 243.600 69.830 0.000000 248.060 69.740 0.000000 267.810 69.870 0.000000 274.820 69.900 0.000000 287.810 69.740 0.000000 318.140 69.690 0.000000 339.410 69.580 0.000000 343.870 69.570 0.000000 348.330 69.600 0.000000 361.580 69.820 0.000000 372.160 69.900 0.000000 399.170 70.170 0.000000 403.880 70.140 0.000000 412.420 69.990 0.000000 416.750 69.960 0.000000 424.390 70.060 0.000000 428.090 70.060 0.000000 436.750 70.010 0.000000 445.920 70.010 0.000000 452.800 70.070 0.000000 460.070 70.050 0.000000 471.920 70.140 0.000000 479.810 70.120 0.000000 488.220 70.160 0.000000 504.530 70.030 0.000000 512.050 70.000 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1169 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 524.150 70.020 0.000000 533.450 69.970 0.000000 586.450 69.990 0.000000 636.140 69.950 0.000000 679.590 69.990 0.000000 756.800 70.000 0.000000 776.420 70.050 0.000000 800.370 70.140 0.000000 816.040 70.160 0.000000 860.000 70.130 0.000000 888.660 70.160 0.000000 922.040 70.100 0.000000 953.900 70.160 0.000000 977.340 70.130 0.000000 1014.290 70.120 0.000000 1033.530 70.180 0.000000 1050.850 70.190 0.000000 1058.500 70.170 0.000000 1074.550 70.250 0.000000 1083.090 70.190 0.000000 1094.300 70.170 0.000000 1102.450 70.140 0.000000 1126.530 70.160 0.000000 1138.760 70.150 0.000000 1150.870 70.090 0.000000 1169.340 70.070 0.000000 1209.600 70.090 0.000000 1240.940 70.040 0.000000 1274.070 70.050 0.000000 --------------------------------------------------------------------- Name: XA3290E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.120 0.000000 8.260 70.160 0.000000 15.620 70.090 0.000000 22.930 69.990 0.000000 26.580 70.060 0.000000 29.360 70.050 0.000000 37.150 69.920 0.000000 51.730 69.970 0.000000 61.110 69.880 0.000000 65.840 69.860 0.000000 70.610 69.870 0.000000 75.340 69.920 0.000000 80.110 69.930 0.000000 84.830 69.880 0.000000 89.600 69.890 0.000000 94.330 69.810 0.000000 99.100 69.910 0.000000 103.830 69.940 0.000000 108.600 69.790 0.000000 113.320 69.910 0.000000 123.660 69.860 0.000000 137.840 69.960 0.000000 149.840 69.890 0.000000 154.690 69.940 0.000000 157.470 69.910 0.000000 160.210 69.840 0.000000 163.510 69.820 0.000000 166.810 69.820 0.000000 169.350 69.880 0.000000 175.830 69.840 0.000000 183.890 69.900 0.000000 188.070 69.850 0.000000 190.650 69.930 0.000000 196.370 69.920 0.000000 211.750 69.820 0.000000 214.490 69.860 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1170 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 217.230 69.850 0.000000 222.240 69.990 0.000000 227.240 69.940 0.000000 232.210 69.930 0.000000 240.160 69.990 0.000000 243.100 69.930 0.000000 248.860 69.890 0.000000 257.720 69.970 0.000000 262.170 69.960 0.000000 271.430 70.030 0.000000 276.280 69.950 0.000000 281.130 69.950 0.000000 285.970 69.990 0.000000 290.820 69.910 0.000000 295.670 69.870 0.000000 300.520 70.000 0.000000 305.320 69.980 0.000000 310.170 69.900 0.000000 315.020 69.870 0.000000 319.870 69.940 0.000000 324.710 69.940 0.000000 329.560 69.960 0.000000 334.410 69.940 0.000000 339.260 69.960 0.000000 344.070 69.870 0.000000 348.910 69.840 0.000000 353.760 69.920 0.000000 358.610 69.910 0.000000 363.460 69.940 0.000000 373.150 69.910 0.000000 378.000 70.040 0.000000 387.650 69.990 0.000000 392.500 70.040 0.000000 397.350 70.020 0.000000 --------------------------------------------------------------------- Name: XA3290F Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.690 0.000000 4.110 69.710 0.000000 11.430 69.810 0.000000 14.680 69.740 0.000000 19.240 69.700 0.000000 23.800 69.730 0.000000 28.370 69.670 0.000000 32.880 69.660 0.000000 36.590 69.710 0.000000 40.250 69.720 0.000000 45.710 69.690 0.000000 49.370 69.730 0.000000 53.070 69.850 0.000000 58.220 69.780 0.000000 66.450 69.750 0.000000 70.510 69.710 0.000000 75.750 69.810 0.000000 80.630 69.770 0.000000 86.860 69.790 0.000000 91.110 69.770 0.000000 95.400 69.640 0.000000 100.410 69.610 0.000000 110.210 69.570 0.000000 119.700 69.590 0.000000 124.080 69.630 0.000000 128.460 69.730 0.000000 133.480 69.910 0.000000 138.130 70.110 0.000000 142.830 70.110 0.000000 148.380 70.040 0.000000 152.270 70.060 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1171 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 159.990 70.190 0.000000 163.880 70.310 0.000000 166.410 70.350 0.000000 172.500 70.250 0.000000 176.070 70.230 0.000000 191.480 69.970 0.000000 200.690 69.840 0.000000 209.900 69.810 0.000000 217.950 69.850 0.000000 237.410 69.980 0.000000 242.110 69.980 0.000000 246.760 69.860 0.000000 251.460 69.810 0.000000 256.110 69.840 0.000000 260.810 69.770 0.000000 268.900 69.730 0.000000 272.280 69.650 0.000000 283.260 69.770 0.000000 287.370 69.790 0.000000 291.530 69.730 0.000000 294.510 69.730 0.000000 300.790 69.800 0.000000 307.830 69.830 0.000000 328.570 69.770 0.000000 331.190 69.840 0.000000 340.450 69.840 0.000000 345.050 69.870 0.000000 363.570 69.900 0.000000 379.700 69.690 0.000000 388.010 69.730 0.000000 395.330 69.740 0.000000 408.020 69.860 0.000000 412.540 69.870 0.000000 417.050 69.820 0.000000 421.570 69.900 0.000000 424.190 69.910 0.000000 426.810 69.880 0.000000 439.410 69.910 0.000000 443.480 69.840 0.000000 447.590 69.810 0.000000 451.700 69.810 0.000000 --------------------------------------------------------------------- Name: XA3290G Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.050 0.000000 8.700 70.060 0.000000 16.820 70.000 0.000000 26.440 69.970 0.000000 34.540 69.980 0.000000 45.750 70.060 0.000000 57.800 70.040 0.000000 66.240 69.950 0.000000 73.560 69.950 0.000000 83.180 69.990 0.000000 87.930 69.950 0.000000 96.470 70.100 0.000000 100.260 70.020 0.000000 109.230 69.970 0.000000 118.990 70.110 0.000000 128.770 70.100 0.000000 147.980 70.290 0.000000 164.020 70.330 0.000000 176.350 70.180 0.000000 181.150 70.050 0.000000 185.990 70.020 0.000000 194.230 70.010 0.000000 213.650 70.090 0.000000 229.530 70.040 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1172 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA3300B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 65.870 0.000000 3.641 65.810 0.000000 7.282 65.780 0.000000 11.540 65.690 0.000000 15.797 65.530 0.000000 20.055 65.240 0.000000 24.256 64.930 0.000000 28.794 64.590 0.000000 33.275 64.110 0.000000 36.132 64.070 0.000000 38.933 64.080 0.000000 41.790 64.100 0.000000 44.647 64.280 0.000000 48.457 64.340 0.000000 52.266 64.380 0.000000 56.131 64.470 0.000000 59.940 64.490 0.000000 64.870 64.550 0.000000 69.744 64.640 0.000000 74.617 64.690 0.000000 79.491 64.700 0.000000 83.300 64.700 0.000000 87.166 64.700 0.000000 90.975 64.710 0.000000 94.784 64.720 0.000000 99.378 64.700 0.000000 104.027 64.690 0.000000 107.277 64.660 0.000000 110.526 64.620 0.000000 113.719 64.590 0.000000 116.968 64.560 0.000000 121.842 64.520 0.000000 126.659 64.480 0.000000 131.533 64.450 0.000000 136.406 64.420 0.000000 140.384 64.400 0.000000 144.361 64.380 0.000000 148.395 64.360 0.000000 152.372 64.350 0.000000 156.349 64.330 0.000000 160.327 64.330 0.000000 165.312 64.330 0.000000 170.298 64.360 0.000000 175.284 64.400 0.000000 180.269 64.470 0.000000 183.967 64.520 0.000000 187.608 64.570 0.000000 191.249 64.600 0.000000 194.946 64.600 0.000000 198.756 64.590 0.000000 202.565 64.530 0.000000 206.374 64.460 0.000000 210.128 64.390 0.000000 213.769 64.310 0.000000 217.410 64.240 0.000000 221.051 64.180 0.000000 224.693 64.080 0.000000 228.278 63.970 0.000000 231.919 63.900 0.000000 236.569 63.590 0.000000 241.218 63.200 0.000000 245.868 62.890 0.000000 250.517 62.530 0.000000 255.167 62.310 0.000000 259.761 62.020 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1173 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 264.410 61.790 0.000000 269.060 61.730 0.000000 273.653 61.620 0.000000 278.303 61.440 0.000000 282.896 61.500 0.000000 287.546 61.720 0.000000 290.459 62.020 0.000000 293.428 62.270 0.000000 296.397 62.390 0.000000 299.366 62.550 0.000000 302.783 62.670 0.000000 306.200 62.780 0.000000 309.618 62.990 0.000000 313.035 63.310 0.000000 315.780 63.400 0.000000 318.525 63.480 0.000000 321.270 63.600 0.000000 323.958 63.680 0.000000 328.832 63.700 0.000000 333.650 63.620 0.000000 338.467 63.670 0.000000 343.341 63.450 0.000000 348.159 63.580 0.000000 352.976 63.710 0.000000 357.458 63.620 0.000000 361.939 63.630 0.000000 366.421 63.690 0.000000 370.902 63.720 0.000000 375.552 63.740 0.000000 380.146 63.470 0.000000 383.843 63.210 0.000000 387.484 62.970 0.000000 391.181 62.730 0.000000 394.823 62.490 0.000000 397.399 62.330 0.000000 400.032 62.170 0.000000 402.609 62.010 0.000000 405.242 61.860 0.000000 407.931 61.710 0.000000 410.620 61.550 0.000000 413.309 61.400 0.000000 415.998 61.250 0.000000 420.087 61.030 0.000000 424.177 60.800 0.000000 428.434 60.690 0.000000 432.635 60.660 0.000000 436.445 60.680 0.000000 440.198 60.700 0.000000 443.727 60.540 0.000000 447.200 60.170 0.000000 450.674 60.060 0.000000 454.147 59.950 0.000000 458.628 59.830 0.000000 463.110 59.840 0.000000 466.135 59.830 0.000000 469.160 59.860 0.000000 472.185 59.900 0.000000 475.266 59.920 0.000000 479.579 59.980 0.000000 483.949 60.020 0.000000 488.150 60.040 0.000000 492.352 60.150 0.000000 496.553 60.110 0.000000 500.811 60.070 0.000000 504.228 60.070 0.000000 507.645 60.090 0.000000 511.062 60.080 0.000000 514.479 60.040 0.000000 518.961 59.980 0.000000 523.498 60.130 0.000000 528.036 60.220 0.000000 532.574 60.190 0.000000 536.719 60.120 0.000000 540.808 60.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1174 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 545.178 60.020 0.000000 549.491 60.070 0.000000 552.012 60.180 0.000000 554.589 60.340 0.000000 557.390 60.450 0.000000 560.191 60.380 0.000000 --------------------------------------------------------------------- Name: XA3300C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.380 0.000000 4.100 60.330 0.000000 8.190 60.430 0.000000 12.290 60.370 0.000000 15.890 60.380 0.000000 19.520 60.300 0.000000 23.780 60.290 0.000000 27.840 60.360 0.000000 31.910 60.310 0.000000 40.130 60.270 0.000000 44.310 60.050 0.000000 48.820 60.150 0.000000 53.300 60.140 0.000000 57.800 60.110 0.000000 62.280 60.170 0.000000 64.920 60.110 0.000000 71.710 60.280 0.000000 75.830 60.300 0.000000 79.380 60.270 0.000000 86.470 60.370 0.000000 90.040 60.290 0.000000 92.790 60.260 0.000000 99.360 60.060 0.000000 103.210 60.210 0.000000 107.030 60.970 0.000000 110.850 61.820 0.000000 115.060 62.040 0.000000 120.910 62.070 0.000000 125.560 61.890 0.000000 129.620 61.970 0.000000 137.730 62.190 0.000000 141.250 62.230 0.000000 145.400 62.210 0.000000 149.520 62.100 0.000000 154.110 61.940 0.000000 158.180 62.220 0.000000 162.280 62.220 0.000000 174.150 61.670 0.000000 182.290 61.040 0.000000 185.610 60.740 0.000000 189.680 60.640 0.000000 193.750 60.590 0.000000 197.790 60.560 0.000000 200.620 60.650 0.000000 203.420 60.760 0.000000 206.500 60.670 0.000000 209.550 60.540 0.000000 212.360 60.550 0.000000 219.280 60.420 0.000000 227.560 60.680 0.000000 233.710 60.600 0.000000 237.970 60.710 0.000000 241.630 60.760 0.000000 245.040 60.700 0.000000 248.360 60.750 0.000000 258.950 60.710 0.000000 263.010 60.760 0.000000 270.710 60.770 0.000000 274.860 60.810 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1175 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA3300D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.810 0.000000 4.200 60.850 0.000000 8.390 60.830 0.000000 12.590 60.840 0.000000 16.780 60.820 0.000000 20.980 60.780 0.000000 24.610 60.760 0.000000 28.250 60.750 0.000000 31.900 60.730 0.000000 35.540 60.730 0.000000 39.180 60.740 0.000000 43.350 60.720 0.000000 47.510 60.650 0.000000 51.770 60.540 0.000000 56.020 60.450 0.000000 --------------------------------------------------------------------- Name: XA3310B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.820 0.000000 3.542 69.850 0.000000 7.085 69.780 0.000000 9.889 69.740 0.000000 12.645 69.740 0.000000 15.449 69.760 0.000000 18.254 69.760 0.000000 21.304 69.730 0.000000 24.404 69.700 0.000000 27.454 69.700 0.000000 30.505 69.720 0.000000 34.392 69.740 0.000000 38.229 69.720 0.000000 42.756 69.710 0.000000 47.233 69.670 0.000000 51.760 69.600 0.000000 56.237 69.600 0.000000 60.124 69.530 0.000000 64.060 69.490 0.000000 67.947 69.470 0.000000 71.834 69.440 0.000000 75.770 69.410 0.000000 79.657 69.380 0.000000 83.593 69.340 0.000000 87.480 69.300 0.000000 90.924 69.280 0.000000 94.417 69.260 0.000000 97.861 69.250 0.000000 101.305 69.240 0.000000 104.749 69.190 0.000000 108.243 69.140 0.000000 112.277 69.020 0.000000 116.312 68.960 0.000000 119.165 68.910 0.000000 122.019 68.820 0.000000 124.873 68.780 0.000000 127.726 68.830 0.000000 132.597 68.870 0.000000 137.419 68.900 0.000000 141.946 68.970 0.000000 146.472 69.060 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1176 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 148.981 69.130 0.000000 151.491 69.220 0.000000 155.328 69.200 0.000000 159.166 69.250 0.000000 162.954 69.370 0.000000 166.792 69.410 0.000000 170.827 69.500 0.000000 174.861 69.550 0.000000 177.666 69.560 0.000000 180.421 69.570 0.000000 183.225 69.520 0.000000 186.030 69.500 0.000000 188.588 69.490 0.000000 191.098 69.500 0.000000 193.656 69.510 0.000000 196.215 69.520 0.000000 198.773 69.570 0.000000 201.282 69.600 0.000000 204.136 69.560 0.000000 206.990 69.550 0.000000 211.615 69.600 0.000000 216.289 69.660 0.000000 220.176 69.550 0.000000 224.062 69.590 0.000000 227.211 69.590 0.000000 230.360 69.460 0.000000 234.493 69.380 0.000000 238.626 69.400 0.000000 241.283 69.400 0.000000 243.940 69.390 0.000000 246.597 69.350 0.000000 249.204 69.320 0.000000 252.747 69.310 0.000000 256.289 69.260 0.000000 259.783 69.190 0.000000 263.325 69.150 0.000000 268.196 69.150 0.000000 273.067 68.990 0.000000 277.839 68.970 0.000000 282.612 68.970 0.000000 286.204 68.850 0.000000 289.795 68.820 0.000000 293.338 68.820 0.000000 296.929 68.820 0.000000 300.521 68.700 0.000000 304.113 68.600 0.000000 307.360 68.530 0.000000 310.607 68.540 0.000000 313.855 68.540 0.000000 317.102 68.510 0.000000 321.235 68.400 0.000000 325.368 68.290 0.000000 329.550 68.200 0.000000 333.683 68.140 0.000000 337.078 68.120 0.000000 340.423 68.170 0.000000 343.818 68.240 0.000000 347.164 68.330 0.000000 351.592 68.460 0.000000 355.971 68.480 0.000000 360.399 68.630 0.000000 364.778 68.750 0.000000 369.157 68.820 0.000000 373.487 68.800 0.000000 378.161 68.880 0.000000 382.835 68.920 0.000000 386.771 68.920 0.000000 390.707 68.920 0.000000 394.692 68.930 0.000000 398.628 68.970 0.000000 402.171 69.020 0.000000 405.713 69.060 0.000000 410.191 69.080 0.000000 414.717 69.090 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1177 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 419.244 69.070 0.000000 423.721 69.040 0.000000 426.673 69.010 0.000000 429.576 68.840 0.000000 432.479 68.740 0.000000 435.431 68.700 0.000000 439.465 68.750 0.000000 443.500 68.790 0.000000 447.534 68.780 0.000000 451.569 68.790 0.000000 454.718 68.810 0.000000 457.817 68.830 0.000000 460.966 68.850 0.000000 464.115 68.870 0.000000 466.920 68.900 0.000000 469.773 68.920 0.000000 472.627 68.950 0.000000 475.481 68.980 0.000000 479.958 69.030 0.000000 483.501 69.080 0.000000 486.994 69.090 0.000000 492.012 69.090 0.000000 --------------------------------------------------------------------- Name: XA3320B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.940 0.000000 3.276 70.010 0.000000 6.536 69.990 0.000000 9.147 69.900 0.000000 11.758 69.840 0.000000 15.430 69.830 0.000000 19.117 69.730 0.000000 22.108 69.660 0.000000 25.084 69.650 0.000000 28.075 69.630 0.000000 31.066 69.530 0.000000 33.835 69.460 0.000000 36.605 69.400 0.000000 39.358 69.340 0.000000 42.128 69.270 0.000000 46.559 69.240 0.000000 50.452 69.190 0.000000 54.345 69.140 0.000000 58.270 69.100 0.000000 62.210 69.060 0.000000 65.993 69.020 0.000000 69.269 68.990 0.000000 72.323 68.960 0.000000 75.393 68.910 0.000000 78.432 68.870 0.000000 81.470 68.850 0.000000 84.509 68.780 0.000000 87.547 68.700 0.000000 90.253 68.700 0.000000 92.960 68.680 0.000000 95.555 68.620 0.000000 98.135 68.580 0.000000 100.334 68.520 0.000000 104.623 68.460 0.000000 108.532 68.430 0.000000 112.029 68.470 0.000000 115.400 68.520 0.000000 120.227 68.570 0.000000 124.658 68.590 0.000000 127.934 68.610 0.000000 131.210 68.660 0.000000 134.897 68.700 0.000000 139.044 68.730 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1178 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 142.098 68.760 0.000000 146.308 68.800 0.000000 149.584 68.880 0.000000 153.904 68.940 0.000000 158.256 68.980 0.000000 --------------------------------------------------------------------- Name: XA3320C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.980 0.000000 4.010 68.980 0.000000 8.020 68.950 0.000000 11.310 68.910 0.000000 14.580 68.810 0.000000 18.080 68.740 0.000000 25.070 68.650 0.000000 28.700 68.640 0.000000 33.700 68.670 0.000000 41.950 68.830 0.000000 45.950 68.840 0.000000 49.810 68.790 0.000000 56.800 68.860 0.000000 59.330 68.820 0.000000 61.840 68.750 0.000000 65.370 68.620 0.000000 68.880 68.460 0.000000 73.580 68.450 0.000000 77.840 68.410 0.000000 85.380 68.210 0.000000 89.460 68.290 0.000000 93.530 68.440 0.000000 101.720 68.540 0.000000 111.650 68.380 0.000000 116.620 68.400 0.000000 124.810 68.560 0.000000 128.050 68.550 0.000000 132.620 68.420 0.000000 136.050 68.400 0.000000 143.460 68.450 0.000000 151.390 68.300 0.000000 --------------------------------------------------------------------- Name: XA3320D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.300 0.000000 8.840 68.240 0.000000 17.820 68.250 0.000000 28.900 68.300 0.000000 36.880 68.290 0.000000 41.170 68.300 0.000000 48.840 68.400 0.000000 56.510 68.580 0.000000 60.930 68.620 0.000000 65.350 68.590 0.000000 69.940 68.500 0.000000 79.140 68.490 0.000000 87.980 68.420 0.000000 101.210 68.470 0.000000 118.170 68.640 0.000000 --------------------------------------------------------------------- Name: XA3330B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1179 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.640 0.000000 4.110 68.680 0.000000 16.510 68.680 0.000000 25.420 68.630 0.000000 39.130 68.630 0.000000 46.570 68.580 0.000000 77.310 68.670 0.000000 113.750 68.940 0.000000 121.190 69.060 0.000000 142.650 69.050 0.000000 155.410 69.100 0.000000 167.860 69.240 0.000000 180.040 69.480 0.000000 184.260 69.500 0.000000 199.610 69.290 0.000000 216.640 69.110 0.000000 232.930 68.830 0.000000 247.600 68.690 0.000000 252.180 68.620 0.000000 256.770 68.670 0.000000 265.890 68.640 0.000000 275.120 68.680 0.000000 279.550 68.660 0.000000 284.040 68.620 0.000000 292.900 68.460 0.000000 297.330 68.470 0.000000 309.980 68.300 0.000000 322.220 68.190 0.000000 329.860 68.150 0.000000 340.250 67.980 0.000000 343.790 68.050 0.000000 353.490 67.970 0.000000 356.500 68.000 0.000000 359.500 67.910 0.000000 363.030 67.940 0.000000 371.470 67.870 0.000000 376.380 68.150 0.000000 381.230 68.480 0.000000 385.920 68.630 0.000000 389.770 68.710 0.000000 394.250 68.750 0.000000 398.050 68.860 0.000000 403.800 68.930 0.000000 411.340 68.950 0.000000 421.310 69.100 0.000000 426.270 69.080 0.000000 431.220 69.100 0.000000 436.230 69.080 0.000000 441.190 69.140 0.000000 451.890 69.160 0.000000 455.590 68.930 0.000000 459.010 68.890 0.000000 462.490 68.950 0.000000 467.080 69.050 0.000000 482.640 69.010 0.000000 494.560 69.010 0.000000 497.990 69.060 0.000000 502.680 69.200 0.000000 506.850 69.220 0.000000 511.010 69.390 0.000000 519.400 69.810 0.000000 523.140 69.890 0.000000 527.360 69.910 0.000000 --------------------------------------------------------------------- Name: XA3330C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1180 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.580 0.000000 4.319 69.580 0.000000 8.659 69.580 0.000000 12.978 69.590 0.000000 17.317 69.590 0.000000 21.636 69.590 0.000000 25.976 69.600 0.000000 30.295 69.610 0.000000 34.634 69.610 0.000000 38.953 69.620 0.000000 43.272 69.630 0.000000 47.612 69.630 0.000000 51.931 69.640 0.000000 56.270 69.650 0.000000 60.589 69.660 0.000000 64.622 69.660 0.000000 68.675 69.670 0.000000 72.707 69.680 0.000000 76.740 69.690 0.000000 80.772 69.700 0.000000 84.805 69.700 0.000000 88.858 69.710 0.000000 92.890 69.720 0.000000 95.531 69.730 0.000000 98.192 69.740 0.000000 100.832 69.750 0.000000 103.493 69.750 0.000000 107.239 69.740 0.000000 110.965 69.720 0.000000 114.731 69.710 0.000000 118.477 69.720 0.000000 122.223 69.720 0.000000 125.989 69.720 0.000000 130.022 69.720 0.000000 134.054 69.730 0.000000 138.087 69.760 0.000000 142.140 69.780 0.000000 146.766 69.810 0.000000 151.392 69.740 0.000000 155.895 69.460 0.000000 159.702 69.150 0.000000 163.510 68.970 0.000000 167.051 68.960 0.000000 170.613 68.670 0.000000 174.174 68.380 0.000000 177.736 68.140 0.000000 182.239 68.050 0.000000 186.722 68.170 0.000000 191.225 68.290 0.000000 195.708 68.410 0.000000 200.211 68.550 0.000000 204.694 68.640 0.000000 --------------------------------------------------------------------- Name: XA3330D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.900 0.000000 4.740 68.940 0.000000 14.200 68.820 0.000000 18.890 68.700 0.000000 23.570 68.760 0.000000 28.370 68.720 0.000000 33.210 68.770 0.000000 42.720 68.690 0.000000 46.510 68.730 0.000000 54.310 68.540 0.000000 58.370 68.580 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1181 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 66.080 68.520 0.000000 69.930 68.520 0.000000 73.770 68.580 0.000000 82.330 68.490 0.000000 97.610 68.410 0.000000 109.200 68.490 0.000000 126.730 68.470 0.000000 138.050 68.680 0.000000 143.000 68.950 0.000000 147.960 68.950 0.000000 151.920 68.850 0.000000 159.820 69.090 0.000000 164.650 69.130 0.000000 169.490 69.130 0.000000 179.180 69.200 0.000000 184.020 69.190 0.000000 188.850 69.220 0.000000 193.710 69.290 0.000000 198.550 69.310 0.000000 208.250 69.500 0.000000 222.750 69.440 0.000000 227.610 69.480 0.000000 232.450 69.600 0.000000 237.280 69.610 0.000000 242.140 69.490 0.000000 246.980 69.620 0.000000 251.810 69.620 0.000000 300.240 69.610 0.000000 --------------------------------------------------------------------- Name: XA3340B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.780 0.000000 5.010 68.820 0.000000 8.980 68.930 0.000000 16.920 68.760 0.000000 20.890 68.720 0.000000 24.920 68.770 0.000000 32.580 69.070 0.000000 40.660 69.210 0.000000 44.690 69.360 0.000000 48.900 69.340 0.000000 53.110 69.420 0.000000 57.220 69.570 0.000000 60.790 69.660 0.000000 64.360 69.700 0.000000 67.100 69.770 0.000000 69.840 69.720 0.000000 73.370 69.710 0.000000 80.480 69.620 0.000000 87.100 69.570 0.000000 91.840 69.570 0.000000 101.270 69.260 0.000000 107.880 69.080 0.000000 111.410 69.060 0.000000 114.970 69.060 0.000000 118.520 69.100 0.000000 121.280 69.210 0.000000 126.980 69.230 0.000000 131.740 69.300 0.000000 138.980 69.200 0.000000 142.900 69.200 0.000000 155.010 69.230 0.000000 163.820 69.310 0.000000 --------------------------------------------------------------------- Name: XA3350B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1182 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.270 0.000000 4.150 62.170 0.000000 12.460 61.830 0.000000 15.830 61.750 0.000000 19.270 61.730 0.000000 24.140 61.560 0.000000 29.080 61.480 0.000000 36.750 61.560 0.000000 39.540 61.680 0.000000 43.270 61.640 0.000000 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227.730 61.850 0.000000 231.450 61.680 0.000000 235.180 61.460 0.000000 238.830 61.200 0.000000 241.700 61.230 0.000000 244.490 61.400 0.000000 249.430 60.850 0.000000 254.380 60.480 0.000000 259.320 60.380 0.000000 262.110 60.810 0.000000 264.910 60.990 0.000000 269.060 60.620 0.000000 273.220 60.360 0.000000 277.370 60.190 0.000000 281.240 61.210 0.000000 285.470 60.480 0.000000 289.620 59.850 0.000000 293.780 59.580 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1183 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 299.000 60.430 0.000000 302.660 60.700 0.000000 306.380 60.560 0.000000 310.040 60.360 0.000000 312.620 60.970 0.000000 315.190 61.130 0.000000 318.920 60.750 0.000000 322.640 60.480 0.000000 326.300 60.390 0.000000 328.880 60.890 0.000000 331.460 61.170 0.000000 338.910 60.950 0.000000 342.560 60.770 0.000000 346.860 60.740 0.000000 351.080 61.080 0.000000 355.310 61.680 0.000000 360.320 61.400 0.000000 365.270 61.200 0.000000 370.280 60.960 0.000000 375.220 60.840 0.000000 380.240 60.850 0.000000 383.320 61.010 0.000000 386.470 61.450 0.000000 390.200 61.480 0.000000 393.920 61.710 0.000000 397.570 62.020 0.000000 400.150 62.360 0.000000 402.730 62.880 0.000000 406.460 63.090 0.000000 410.180 63.240 0.000000 413.840 63.330 0.000000 416.410 63.840 0.000000 418.990 64.320 0.000000 422.720 64.620 0.000000 426.370 65.070 0.000000 430.100 65.600 0.000000 433.390 66.190 0.000000 436.690 65.990 0.000000 440.340 65.710 0.000000 444.070 65.100 0.000000 447.720 64.450 0.000000 450.300 64.360 0.000000 456.600 63.830 0.000000 460.330 63.710 0.000000 463.980 63.680 0.000000 466.560 63.850 0.000000 469.140 63.690 0.000000 472.860 63.570 0.000000 476.590 63.580 0.000000 480.240 63.680 0.000000 482.820 63.620 0.000000 485.400 63.540 0.000000 489.120 63.350 0.000000 496.500 62.930 0.000000 503.090 62.970 0.000000 506.750 62.840 0.000000 514.120 62.510 0.000000 519.280 62.750 0.000000 523.010 62.680 0.000000 526.730 62.690 0.000000 530.390 62.790 0.000000 533.320 63.090 0.000000 536.190 63.230 0.000000 542.420 63.660 0.000000 545.140 64.010 0.000000 547.790 63.960 0.000000 550.940 64.030 0.000000 554.100 63.950 0.000000 558.250 63.700 0.000000 562.120 63.280 0.000000 566.560 63.020 0.000000 570.430 62.610 0.000000 578.170 61.890 0.000000 582.250 61.760 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1184 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 586.330 61.830 0.000000 590.420 61.960 0.000000 594.570 62.190 0.000000 597.650 62.230 0.000000 600.730 61.870 0.000000 604.380 61.700 0.000000 608.110 61.580 0.000000 611.760 61.490 0.000000 615.060 61.560 0.000000 618.280 61.540 0.000000 623.080 61.780 0.000000 627.950 62.200 0.000000 632.820 62.230 0.000000 637.620 62.050 0.000000 642.490 62.090 0.000000 647.290 62.220 0.000000 656.250 62.540 0.000000 660.760 62.620 0.000000 668.140 62.550 0.000000 671.860 62.570 0.000000 675.230 62.670 0.000000 683.470 62.990 0.000000 688.340 63.070 0.000000 693.140 62.810 0.000000 697.940 62.720 0.000000 702.810 62.860 0.000000 712.120 63.370 0.000000 716.350 63.460 0.000000 --------------------------------------------------------------------- Name: XA3370C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 65.320 0.000000 3.420 65.270 0.000000 20.040 64.660 0.000000 34.770 64.300 0.000000 44.550 63.980 0.000000 49.450 63.870 0.000000 63.390 63.650 0.000000 68.010 63.460 0.000000 71.010 63.260 0.000000 74.010 63.150 0.000000 78.690 63.980 0.000000 82.530 65.910 0.000000 86.370 68.760 0.000000 90.270 70.900 0.000000 92.740 71.110 0.000000 95.260 70.990 0.000000 99.470 71.070 0.000000 103.680 71.030 0.000000 107.100 71.420 0.000000 111.040 71.440 0.000000 115.360 71.320 0.000000 119.670 71.020 0.000000 123.400 70.970 0.000000 127.190 71.120 0.000000 131.240 71.690 0.000000 135.080 72.010 0.000000 137.400 72.280 0.000000 140.550 72.300 0.000000 143.660 72.490 0.000000 148.130 72.860 0.000000 152.600 73.580 0.000000 157.070 73.600 0.000000 161.540 73.710 0.000000 166.010 74.390 0.000000 170.430 75.400 0.000000 173.850 76.290 0.000000 177.690 76.250 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1185 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 181.740 76.080 0.000000 185.950 75.750 0.000000 190.160 75.290 0.000000 193.470 74.730 0.000000 197.890 74.120 0.000000 201.780 73.430 0.000000 209.460 71.980 0.000000 217.140 70.110 0.000000 220.980 69.280 0.000000 224.820 68.340 0.000000 229.240 67.330 0.000000 234.130 66.660 0.000000 239.080 66.440 0.000000 243.970 66.340 0.000000 248.860 66.160 0.000000 253.750 65.600 0.000000 258.490 65.160 0.000000 263.170 65.010 0.000000 267.010 64.940 0.000000 272.270 64.820 0.000000 276.320 64.850 0.000000 280.370 65.990 0.000000 287.730 69.280 0.000000 291.570 70.250 0.000000 295.830 70.610 0.000000 299.990 71.350 0.000000 304.140 72.170 0.000000 308.300 72.840 0.000000 312.460 73.300 0.000000 322.820 73.560 0.000000 325.660 73.400 0.000000 328.550 72.900 0.000000 335.920 71.530 0.000000 339.600 70.930 0.000000 343.860 70.490 0.000000 346.380 70.200 0.000000 353.280 69.640 0.000000 361.950 68.560 0.000000 366.270 68.360 0.000000 370.630 68.060 0.000000 375.580 67.990 0.000000 383.000 67.720 0.000000 386.840 67.170 0.000000 390.830 66.770 0.000000 395.040 66.290 0.000000 399.250 65.860 0.000000 403.250 65.570 0.000000 407.090 65.250 0.000000 411.510 64.940 0.000000 418.870 64.560 0.000000 426.650 64.240 0.000000 430.230 63.760 0.000000 435.020 62.870 0.000000 439.860 62.210 0.000000 444.640 62.020 0.000000 449.540 61.920 0.000000 452.690 61.910 0.000000 460.160 62.000 0.000000 464.420 61.980 0.000000 468.680 61.860 0.000000 475.520 61.910 0.000000 487.250 61.880 0.000000 491.830 62.100 0.000000 508.030 62.470 0.000000 512.080 62.530 0.000000 526.020 62.830 0.000000 --------------------------------------------------------------------- Name: XA3380B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1186 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- 0.000 66.320 0.000000 4.760 66.400 0.000000 14.270 66.620 0.000000 19.080 66.710 0.000000 22.540 66.730 0.000000 26.390 66.690 0.000000 34.200 66.800 0.000000 37.910 66.890 0.000000 42.570 66.940 0.000000 47.120 66.950 0.000000 51.630 67.060 0.000000 54.340 67.220 0.000000 58.040 67.360 0.000000 61.750 67.370 0.000000 65.250 67.240 0.000000 68.760 67.200 0.000000 72.260 67.410 0.000000 76.870 67.780 0.000000 81.530 67.850 0.000000 85.790 67.590 0.000000 89.290 67.430 0.000000 92.850 67.370 0.000000 98.050 67.350 0.000000 103.710 67.410 0.000000 108.270 67.350 0.000000 112.780 67.330 0.000000 117.290 67.410 0.000000 121.790 67.370 0.000000 125.400 67.370 0.000000 130.010 67.430 0.000000 137.420 67.430 0.000000 142.170 67.450 0.000000 145.880 67.430 0.000000 149.590 67.470 0.000000 153.290 67.620 0.000000 156.300 67.710 0.000000 159.050 67.560 0.000000 162.710 67.440 0.000000 169.670 67.430 0.000000 181.840 67.310 0.000000 188.250 67.330 0.000000 191.000 67.380 0.000000 206.280 67.390 0.000000 214.740 67.350 0.000000 227.010 67.190 0.000000 238.180 67.160 0.000000 244.290 67.190 0.000000 256.960 67.390 0.000000 267.470 67.450 0.000000 278.190 67.620 0.000000 281.190 67.610 0.000000 289.810 67.520 0.000000 294.110 67.440 0.000000 321.610 67.590 0.000000 329.370 67.590 0.000000 333.280 67.620 0.000000 340.540 67.760 0.000000 352.310 67.920 0.000000 366.880 67.940 0.000000 384.660 68.290 0.000000 391.620 68.320 0.000000 395.820 68.390 0.000000 407.090 68.460 0.000000 410.500 68.530 0.000000 417.260 68.590 0.000000 421.110 68.660 0.000000 424.970 68.770 0.000000 429.180 68.860 0.000000 433.330 68.900 0.000000 445.600 68.940 0.000000 449.510 69.000 0.000000 457.570 69.210 0.000000 461.730 69.390 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1187 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 465.880 69.530 0.000000 469.940 69.580 0.000000 473.750 69.700 0.000000 478.150 69.710 0.000000 488.970 69.900 0.000000 493.380 69.900 0.000000 496.580 69.810 0.000000 500.790 69.790 0.000000 --------------------------------------------------------------------- Name: XA3390B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 67.550 0.000000 9.600 67.500 0.000000 21.710 67.560 0.000000 25.530 67.650 0.000000 29.460 67.660 0.000000 37.320 67.580 0.000000 40.590 67.580 0.000000 42.880 67.540 0.000000 49.100 67.500 0.000000 51.830 67.520 0.000000 54.560 67.520 0.000000 59.580 67.610 0.000000 66.130 67.600 0.000000 73.110 67.550 0.000000 77.040 67.490 0.000000 80.860 67.500 0.000000 84.350 67.540 0.000000 93.950 67.550 0.000000 103.550 67.460 0.000000 113.160 67.420 0.000000 121.340 67.500 0.000000 129.090 67.640 0.000000 135.530 67.720 0.000000 144.910 67.690 0.000000 148.620 67.770 0.000000 156.040 68.130 0.000000 160.510 67.940 0.000000 164.880 67.940 0.000000 168.150 67.970 0.000000 172.300 67.940 0.000000 176.120 67.810 0.000000 180.050 67.780 0.000000 191.500 67.880 0.000000 200.230 67.740 0.000000 212.130 67.820 0.000000 219.870 67.740 0.000000 224.240 67.760 0.000000 228.820 67.690 0.000000 233.410 67.700 0.000000 237.880 67.750 0.000000 250.430 67.800 0.000000 257.740 67.870 0.000000 266.030 67.880 0.000000 270.180 67.920 0.000000 275.090 67.880 0.000000 286.760 67.960 0.000000 302.150 67.900 0.000000 306.620 67.920 0.000000 310.880 67.960 0.000000 319.610 68.180 0.000000 323.320 68.150 0.000000 331.500 67.960 0.000000 343.510 67.870 0.000000 347.220 67.900 0.000000 355.840 68.010 0.000000 359.980 67.950 0.000000 371.770 67.980 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1188 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 379.080 67.950 0.000000 387.260 67.980 0.000000 395.340 67.870 0.000000 399.480 67.950 0.000000 410.180 68.070 0.000000 413.340 68.080 0.000000 417.820 68.000 0.000000 421.640 68.010 0.000000 425.450 68.090 0.000000 429.930 68.130 0.000000 439.200 68.320 0.000000 444.220 68.160 0.000000 449.130 68.190 0.000000 458.740 68.410 0.000000 462.660 68.410 0.000000 465.940 68.350 0.000000 474.450 68.290 0.000000 478.380 68.240 0.000000 490.710 68.170 0.000000 494.850 68.180 0.000000 499.000 68.280 0.000000 504.780 68.240 0.000000 512.310 68.230 0.000000 524.430 68.170 0.000000 537.960 68.290 0.000000 549.090 68.240 0.000000 560.540 68.370 0.000000 564.800 68.350 0.000000 580.950 68.370 0.000000 592.950 68.420 0.000000 595.570 68.490 0.000000 602.340 68.410 0.000000 606.480 68.420 0.000000 614.780 68.480 0.000000 618.380 68.550 0.000000 622.520 68.590 0.000000 636.820 68.540 0.000000 641.620 68.490 0.000000 645.330 68.810 0.000000 649.040 68.840 0.000000 653.300 68.550 0.000000 657.550 68.490 0.000000 661.810 68.380 0.000000 665.740 68.380 0.000000 673.260 68.460 0.000000 677.520 68.370 0.000000 681.780 68.460 0.000000 686.140 68.400 0.000000 690.940 68.370 0.000000 693.560 68.460 0.000000 696.290 68.450 0.000000 708.510 68.260 0.000000 716.040 68.240 0.000000 722.150 68.150 0.000000 726.300 68.120 0.000000 734.590 68.110 0.000000 742.450 68.200 0.000000 749.970 68.390 0.000000 766.230 68.530 0.000000 774.200 68.580 0.000000 787.080 68.530 0.000000 790.890 68.590 0.000000 794.600 68.700 0.000000 802.460 69.010 0.000000 810.210 69.180 0.000000 814.360 69.070 0.000000 818.500 68.810 0.000000 822.870 68.630 0.000000 826.790 68.590 0.000000 831.710 68.590 0.000000 836.620 68.650 0.000000 841.630 68.800 0.000000 846.550 69.020 0.000000 849.380 69.040 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1189 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 856.480 68.730 0.000000 860.620 68.700 0.000000 868.260 68.820 0.000000 872.840 68.950 0.000000 876.230 68.980 0.000000 880.480 68.880 0.000000 884.740 68.750 0.000000 889.320 68.670 0.000000 896.740 68.740 0.000000 904.490 68.760 0.000000 909.510 68.910 0.000000 913.330 68.950 0.000000 918.130 68.820 0.000000 922.930 68.800 0.000000 926.310 68.820 0.000000 929.690 68.810 0.000000 936.570 68.730 0.000000 944.860 68.540 0.000000 949.010 68.530 0.000000 965.810 68.650 0.000000 973.340 68.650 0.000000 1001.930 68.590 0.000000 1026.920 68.440 0.000000 1035.540 68.480 0.000000 1042.960 68.440 0.000000 1051.360 68.470 0.000000 1059.220 68.550 0.000000 1068.490 68.600 0.000000 1091.190 68.610 0.000000 --------------------------------------------------------------------- Name: XA3390C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.610 0.000000 28.550 68.540 0.000000 68.400 68.380 0.000000 89.010 68.340 0.000000 129.170 68.410 0.000000 161.540 68.590 0.000000 173.600 68.560 0.000000 178.030 68.480 0.000000 185.510 68.400 0.000000 190.090 68.320 0.000000 193.750 68.330 0.000000 197.570 68.370 0.000000 213.600 68.380 0.000000 237.120 68.540 0.000000 240.020 68.520 0.000000 256.510 68.270 0.000000 264.910 68.180 0.000000 276.200 68.100 0.000000 292.690 68.060 0.000000 306.590 68.100 0.000000 317.430 68.170 0.000000 329.800 68.300 0.000000 342.320 68.450 0.000000 346.590 68.480 0.000000 349.490 68.520 0.000000 352.550 68.600 0.000000 357.280 68.590 0.000000 362.010 68.520 0.000000 368.730 68.500 0.000000 375.750 68.410 0.000000 379.570 68.380 0.000000 391.780 68.390 0.000000 399.270 68.490 0.000000 403.850 68.500 0.000000 411.330 68.340 0.000000 419.570 68.310 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1190 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 435.300 68.310 0.000000 456.980 68.130 0.000000 472.860 68.050 0.000000 489.650 68.070 0.000000 498.050 68.120 0.000000 500.800 68.160 0.000000 514.540 68.120 0.000000 522.480 68.170 0.000000 526.760 68.170 0.000000 535.150 68.110 0.000000 551.640 68.110 0.000000 571.490 68.040 0.000000 584.010 68.160 0.000000 588.130 68.150 0.000000 608.140 68.030 0.000000 611.650 67.960 0.000000 619.130 67.920 0.000000 624.470 67.820 0.000000 652.870 67.540 0.000000 668.750 67.420 0.000000 688.910 67.340 0.000000 713.030 67.310 0.000000 753.800 67.370 0.000000 762.350 67.410 0.000000 774.410 67.400 0.000000 778.840 67.370 0.000000 786.320 67.360 0.000000 802.040 67.290 0.000000 831.510 67.210 0.000000 843.420 67.230 0.000000 855.480 67.290 0.000000 867.540 67.370 0.000000 879.610 67.490 0.000000 887.090 67.600 0.000000 900.220 67.690 0.000000 908.160 67.550 0.000000 916.710 67.620 0.000000 921.290 67.570 0.000000 928.770 67.640 0.000000 936.860 67.670 0.000000 957.170 67.660 0.000000 980.990 67.730 0.000000 989.540 67.630 0.000000 993.360 67.620 0.000000 997.780 67.720 0.000000 1005.260 67.730 0.000000 1009.850 67.780 0.000000 1017.330 67.740 0.000000 1021.750 67.800 0.000000 1029.390 67.710 0.000000 1037.630 67.700 0.000000 1041.300 67.670 0.000000 1049.540 67.790 0.000000 1062.220 67.760 0.000000 1070.770 67.830 0.000000 1078.710 67.710 0.000000 1082.980 67.690 0.000000 1090.770 67.720 0.000000 1119.780 67.690 0.000000 1127.870 67.750 0.000000 1134.890 67.770 0.000000 1138.400 67.830 0.000000 1141.150 67.840 0.000000 1155.350 67.710 0.000000 1163.750 67.730 0.000000 1168.020 67.680 0.000000 1170.770 67.700 0.000000 1180.540 67.700 0.000000 1188.330 67.720 0.000000 1195.660 67.670 0.000000 1200.240 67.670 0.000000 1204.820 67.620 0.000000 1209.400 67.620 0.000000 1217.800 67.680 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1191 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1221.620 67.670 0.000000 1233.680 67.570 0.000000 1237.950 67.570 0.000000 1255.510 67.650 0.000000 1259.630 67.620 0.000000 1268.030 67.510 0.000000 1272.150 67.520 0.000000 1276.430 67.660 0.000000 1282.080 67.580 0.000000 1289.560 67.580 0.000000 1294.600 67.550 0.000000 1298.260 67.600 0.000000 1302.080 67.570 0.000000 1305.750 67.510 0.000000 1317.500 67.540 0.000000 1329.260 67.630 0.000000 1344.980 67.620 0.000000 1349.260 67.640 0.000000 1357.200 67.640 0.000000 1363.460 67.600 0.000000 1374.300 67.570 0.000000 1378.570 67.600 0.000000 1390.480 67.610 0.000000 1394.760 67.640 0.000000 1402.390 67.650 0.000000 1407.430 67.680 0.000000 1413.690 67.570 0.000000 1418.730 67.540 0.000000 1434.300 67.550 0.000000 1442.240 67.620 0.000000 1454.000 67.510 0.000000 1465.600 67.480 0.000000 1473.850 67.540 0.000000 1485.300 67.520 0.000000 1497.970 67.550 0.000000 1507.290 67.490 0.000000 1514.770 67.470 0.000000 1522.250 67.540 0.000000 1526.830 67.550 0.000000 --------------------------------------------------------------------- Name: XA3400B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.320 0.000000 4.280 66.310 0.000000 8.730 66.380 0.000000 15.100 66.320 0.000000 24.450 66.310 0.000000 28.290 66.230 0.000000 35.970 65.940 0.000000 40.770 66.000 0.000000 48.540 66.160 0.000000 52.470 66.200 0.000000 59.720 66.180 0.000000 71.590 66.330 0.000000 79.540 66.510 0.000000 88.010 66.790 0.000000 99.270 67.090 0.000000 107.740 67.270 0.000000 119.700 67.610 0.000000 123.800 67.700 0.000000 127.560 67.830 0.000000 148.600 68.750 0.000000 152.790 68.880 0.000000 156.630 68.970 0.000000 164.220 69.070 0.000000 168.500 69.100 0.000000 172.610 69.120 0.000000 188.150 69.110 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1192 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 196.000 69.160 0.000000 218.270 69.350 0.000000 224.990 69.300 0.000000 232.410 69.470 0.000000 240.530 69.620 0.000000 248.300 69.690 0.000000 251.710 69.750 0.000000 255.900 69.860 0.000000 260.090 70.320 0.000000 264.190 71.210 0.000000 269.950 71.340 0.000000 272.400 71.350 0.000000 276.500 71.590 0.000000 279.560 71.560 0.000000 282.610 71.410 0.000000 285.410 71.510 0.000000 288.110 71.760 0.000000 292.390 71.840 0.000000 300.690 71.620 0.000000 304.530 71.590 0.000000 308.460 71.490 0.000000 312.300 71.540 0.000000 316.230 71.470 0.000000 320.150 71.520 0.000000 323.390 71.470 0.000000 327.660 71.520 0.000000 331.850 71.530 0.000000 339.280 71.440 0.000000 343.550 71.350 0.000000 352.110 71.240 0.000000 356.390 71.230 0.000000 360.580 71.270 0.000000 368.000 71.260 0.000000 372.190 71.170 0.000000 388.690 71.170 0.000000 392.100 71.200 0.000000 398.990 71.310 0.000000 402.400 71.120 0.000000 406.940 70.700 0.000000 411.480 70.520 0.000000 416.450 70.390 0.000000 421.340 70.600 0.000000 426.320 72.180 0.000000 431.210 75.290 0.000000 436.190 78.280 0.000000 440.110 79.260 0.000000 444.040 79.370 0.000000 448.670 79.150 0.000000 453.300 79.200 0.000000 456.620 79.340 0.000000 460.720 79.800 0.000000 463.950 80.320 0.000000 467.970 81.320 0.000000 471.720 81.760 0.000000 475.390 81.560 0.000000 480.360 79.930 0.000000 485.340 75.440 0.000000 490.230 71.750 0.000000 495.210 70.610 0.000000 498.960 70.460 0.000000 502.710 70.410 0.000000 507.340 70.450 0.000000 511.880 70.540 0.000000 516.420 70.520 0.000000 521.050 70.560 0.000000 525.240 70.730 0.000000 529.520 71.090 0.000000 533.710 71.610 0.000000 537.900 72.280 0.000000 542.000 73.040 0.000000 546.800 73.550 0.000000 550.560 74.000 0.000000 554.400 74.340 0.000000 557.890 74.480 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1193 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 561.470 74.710 0.000000 566.270 74.350 0.000000 569.940 73.470 0.000000 573.610 72.050 0.000000 578.410 71.110 0.000000 583.300 71.310 0.000000 588.100 71.320 0.000000 592.470 71.410 0.000000 596.920 71.420 0.000000 611.590 71.400 0.000000 615.340 71.430 0.000000 619.530 72.060 0.000000 623.810 72.040 0.000000 628.000 71.510 0.000000 632.280 71.220 0.000000 636.470 71.410 0.000000 639.790 72.900 0.000000 643.100 73.750 0.000000 645.720 73.650 0.000000 649.390 73.410 0.000000 657.510 71.910 0.000000 662.050 71.320 0.000000 666.590 71.130 0.000000 669.030 71.120 0.000000 672.260 71.150 0.000000 675.760 71.060 0.000000 680.560 71.030 0.000000 683.610 71.040 0.000000 694.090 70.910 0.000000 721.590 70.850 0.000000 727.350 70.860 0.000000 735.740 70.720 0.000000 751.360 70.590 0.000000 759.570 70.580 0.000000 771.180 70.620 0.000000 778.170 70.720 0.000000 787.160 70.750 0.000000 791.350 71.330 0.000000 795.630 72.800 0.000000 799.820 74.110 0.000000 803.750 75.050 0.000000 807.150 75.190 0.000000 811.340 74.810 0.000000 815.530 73.750 0.000000 819.730 72.460 0.000000 824.090 71.440 0.000000 828.280 71.070 0.000000 831.950 71.030 0.000000 840.070 70.790 0.000000 853.080 70.740 0.000000 855.610 70.700 0.000000 860.590 70.580 0.000000 864.690 70.620 0.000000 868.880 70.940 0.000000 873.070 71.170 0.000000 --------------------------------------------------------------------- Name: XA3400C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.960 0.000000 4.460 66.570 0.000000 8.920 66.070 0.000000 13.380 65.830 0.000000 21.440 65.970 0.000000 25.020 66.060 0.000000 29.500 66.210 0.000000 33.980 66.320 0.000000 --------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1194 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: XA3400D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.400 0.000000 4.130 66.390 0.000000 8.250 66.340 0.000000 12.340 66.400 0.000000 20.300 66.420 0.000000 23.760 66.460 0.000000 30.370 66.450 0.000000 59.250 66.590 0.000000 70.380 66.590 0.000000 78.430 66.560 0.000000 82.470 66.590 0.000000 90.640 66.540 0.000000 99.680 66.560 0.000000 107.060 66.490 0.000000 130.000 66.380 0.000000 151.700 66.460 0.000000 155.330 66.560 0.000000 160.610 66.510 0.000000 168.160 66.560 0.000000 171.920 66.530 0.000000 178.230 66.360 0.000000 182.560 66.280 0.000000 186.940 66.370 0.000000 192.920 66.600 0.000000 199.850 66.790 0.000000 207.980 67.080 0.000000 212.020 67.160 0.000000 220.150 67.260 0.000000 239.330 67.430 0.000000 286.530 67.490 0.000000 308.400 67.570 0.000000 322.550 67.530 0.000000 340.000 67.550 0.000000 367.020 67.660 0.000000 370.740 67.690 0.000000 374.450 67.750 0.000000 378.900 67.780 0.000000 382.990 67.760 0.000000 387.030 67.830 0.000000 391.120 67.940 0.000000 402.380 68.330 0.000000 406.300 68.370 0.000000 412.570 68.570 0.000000 --------------------------------------------------------------------- Name: XA3400E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.400 0.000000 17.000 66.500 0.000000 23.000 66.700 0.000000 38.000 66.800 0.000000 50.000 66.940 0.000000 --------------------------------------------------------------------- Name: XA3410B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.800 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1195 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 4.920 66.800 0.000000 14.750 66.800 0.000000 19.640 66.800 0.000000 24.550 66.800 0.000000 29.470 66.800 0.000000 34.390 66.800 0.000000 39.300 66.800 0.000000 44.220 66.800 0.000000 49.130 66.800 0.000000 54.020 66.800 0.000000 58.940 66.800 0.000000 63.860 66.800 0.000000 68.770 66.800 0.000000 78.600 66.800 0.000000 83.520 66.800 0.000000 93.330 66.800 0.000000 103.160 66.800 0.000000 108.070 66.800 0.000000 112.990 66.800 0.000000 117.900 66.800 0.000000 122.820 66.800 0.000000 127.710 66.800 0.000000 132.630 66.800 0.000000 137.540 66.800 0.000000 147.370 66.800 0.000000 152.290 66.800 0.000000 157.210 66.800 0.000000 167.010 66.800 0.000000 171.930 66.800 0.000000 181.760 66.800 0.000000 186.680 66.800 0.000000 191.160 66.800 0.000000 195.650 66.800 0.000000 200.120 66.800 0.000000 204.600 66.800 0.000000 209.090 66.800 0.000000 213.530 66.800 0.000000 216.600 66.800 0.000000 219.660 66.800 0.000000 224.100 66.800 0.000000 228.560 66.800 0.000000 233.010 66.890 0.000000 237.470 66.960 0.000000 --------------------------------------------------------------------- Name: XA3410C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.960 0.000000 4.110 66.670 0.000000 8.220 66.200 0.000000 15.070 66.280 0.000000 17.810 66.290 0.000000 23.980 66.380 0.000000 26.660 66.350 0.000000 29.290 66.370 0.000000 33.000 66.490 0.000000 36.650 66.630 0.000000 40.990 66.820 0.000000 44.760 67.020 0.000000 48.530 67.180 0.000000 62.180 67.010 0.000000 66.290 66.980 0.000000 71.200 67.020 0.000000 79.880 67.020 0.000000 83.990 67.060 0.000000 92.210 67.210 0.000000 101.460 67.240 0.000000 106.140 67.310 0.000000 110.880 67.420 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1196 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 114.990 67.390 0.000000 126.410 67.150 0.000000 130.350 67.090 0.000000 138.110 67.090 0.000000 142.000 67.030 0.000000 145.820 67.070 0.000000 149.700 67.190 0.000000 154.100 67.400 0.000000 158.440 67.750 0.000000 168.660 68.160 0.000000 172.370 68.230 0.000000 176.080 68.240 0.000000 184.990 68.410 0.000000 189.160 68.440 0.000000 201.720 68.330 0.000000 208.910 68.330 0.000000 212.560 68.350 0.000000 219.870 68.490 0.000000 227.240 68.600 0.000000 237.740 68.500 0.000000 247.680 68.430 0.000000 264.060 68.480 0.000000 277.770 68.610 0.000000 287.420 68.610 0.000000 297.070 68.560 0.000000 311.510 68.430 0.000000 316.310 68.410 0.000000 320.930 68.420 0.000000 334.810 68.500 0.000000 339.430 68.510 0.000000 348.620 68.450 0.000000 357.870 68.360 0.000000 365.920 68.320 0.000000 377.230 68.400 0.000000 391.330 68.450 0.000000 401.430 68.430 0.000000 411.940 68.390 0.000000 416.850 68.400 0.000000 421.820 68.560 0.000000 431.640 68.400 0.000000 434.660 68.520 0.000000 437.690 68.540 0.000000 442.370 68.520 0.000000 447.110 68.310 0.000000 451.790 68.250 0.000000 456.470 68.290 0.000000 465.840 68.470 0.000000 474.630 68.940 0.000000 482.170 69.020 0.000000 485.710 69.110 0.000000 489.190 69.160 0.000000 496.380 69.100 0.000000 501.070 69.090 0.000000 509.340 69.030 0.000000 514.250 69.130 0.000000 519.160 69.280 0.000000 524.130 69.480 0.000000 529.040 69.460 0.000000 533.950 69.480 0.000000 536.980 69.530 0.000000 540.000 69.530 0.000000 546.340 69.590 0.000000 559.990 69.770 0.000000 570.950 69.820 0.000000 --------------------------------------------------------------------- Name: XA3410D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.822 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1197 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 5.640 69.782 0.000000 11.280 69.734 0.000000 16.920 69.700 0.000000 22.550 69.673 0.000000 27.940 69.649 0.000000 33.330 69.625 0.000000 38.710 69.599 0.000000 44.100 69.572 0.000000 49.490 69.545 0.000000 54.870 69.522 0.000000 60.260 69.499 0.000000 65.270 69.484 0.000000 70.250 69.481 0.000000 74.720 69.458 0.000000 79.160 69.441 0.000000 84.200 69.313 0.000000 89.240 69.241 0.000000 94.750 69.173 0.000000 100.230 69.195 0.000000 105.750 69.321 0.000000 111.260 69.428 0.000000 116.830 69.488 0.000000 122.410 69.503 0.000000 127.980 69.479 0.000000 133.560 69.439 0.000000 139.140 69.411 0.000000 144.710 69.431 0.000000 150.260 69.392 0.000000 155.830 69.193 0.000000 161.370 68.920 0.000000 166.950 68.676 0.000000 172.530 68.666 0.000000 178.070 68.685 0.000000 183.650 68.821 0.000000 188.460 68.840 0.000000 193.320 68.767 0.000000 198.140 68.612 0.000000 202.990 68.420 0.000000 207.840 67.942 0.000000 212.690 67.345 0.000000 215.840 67.030 0.000000 218.960 66.800 0.000000 224.690 66.800 0.000000 230.450 66.800 0.000000 236.190 66.800 0.000000 241.920 66.800 0.000000 248.000 66.800 0.000000 254.110 66.800 0.000000 260.190 66.800 0.000000 266.270 66.800 0.000000 272.380 66.800 0.000000 278.460 66.800 0.000000 284.540 66.800 0.000000 290.650 66.800 0.000000 296.730 66.800 0.000000 302.810 66.800 0.000000 308.920 66.800 0.000000 315.000 66.800 0.000000 --------------------------------------------------------------------- Name: XA3420B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.870 0.000000 11.990 68.740 0.000000 15.390 68.750 0.000000 19.900 68.840 0.000000 28.820 68.700 0.000000 33.300 68.800 0.000000 37.750 68.800 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1198 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.260 68.840 0.000000 49.380 68.760 0.000000 53.350 68.740 0.000000 60.140 68.890 0.000000 62.960 68.900 0.000000 67.650 68.830 0.000000 76.320 68.770 0.000000 92.290 68.790 0.000000 95.250 68.730 0.000000 99.840 68.710 0.000000 104.390 68.730 0.000000 110.310 68.620 0.000000 114.400 68.600 0.000000 118.510 68.560 0.000000 130.790 68.490 0.000000 146.040 68.450 0.000000 157.160 68.370 0.000000 173.960 68.360 0.000000 181.540 68.410 0.000000 186.350 68.390 0.000000 191.120 68.310 0.000000 195.920 68.300 0.000000 200.690 68.360 0.000000 219.040 68.290 0.000000 224.280 68.300 0.000000 227.270 68.280 0.000000 239.270 68.370 0.000000 245.010 68.310 0.000000 251.290 68.300 0.000000 254.940 68.240 0.000000 258.880 68.230 0.000000 267.510 68.240 0.000000 277.990 68.160 0.000000 283.040 68.210 0.000000 287.160 68.140 0.000000 291.280 68.100 0.000000 299.520 68.140 0.000000 303.600 68.130 0.000000 306.520 68.180 0.000000 309.410 68.190 0.000000 322.160 68.480 0.000000 327.110 68.460 0.000000 332.750 68.530 0.000000 354.460 68.520 0.000000 361.210 68.560 0.000000 --------------------------------------------------------------------- Name: XA3420C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.560 0.000000 6.720 68.560 0.000000 9.280 68.500 0.000000 21.710 68.480 0.000000 26.510 68.540 0.000000 36.070 68.590 0.000000 40.830 68.560 0.000000 45.590 68.640 0.000000 55.020 68.660 0.000000 59.660 68.610 0.000000 63.460 68.670 0.000000 71.340 68.960 0.000000 75.420 69.030 0.000000 79.460 69.140 0.000000 83.530 69.110 0.000000 87.570 68.930 0.000000 91.650 69.000 0.000000 95.770 68.950 0.000000 100.290 68.950 0.000000 109.370 69.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1199 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 113.930 69.130 0.000000 118.440 69.200 0.000000 123.000 69.130 0.000000 127.520 69.240 0.000000 132.080 69.510 0.000000 136.600 69.730 0.000000 140.720 69.740 0.000000 144.800 69.530 0.000000 149.080 69.460 0.000000 153.390 69.450 0.000000 157.710 69.540 0.000000 161.990 69.610 0.000000 169.150 69.330 0.000000 173.830 69.280 0.000000 176.470 69.290 0.000000 181.070 69.030 0.000000 185.580 69.090 0.000000 190.100 69.110 0.000000 192.740 69.040 0.000000 199.380 69.200 0.000000 203.380 69.360 0.000000 207.420 69.410 0.000000 215.020 69.670 0.000000 227.210 70.010 0.000000 231.290 70.110 0.000000 238.530 70.170 0.000000 242.130 70.250 0.000000 245.770 70.390 0.000000 251.480 70.490 0.000000 254.520 70.480 0.000000 259.760 70.380 0.000000 263.360 70.500 0.000000 275.160 70.690 0.000000 278.880 70.570 0.000000 282.600 70.520 0.000000 286.310 70.710 0.000000 288.910 70.680 0.000000 291.510 70.590 0.000000 295.390 70.790 0.000000 299.270 71.120 0.000000 303.150 71.410 0.000000 306.030 71.700 0.000000 308.870 71.630 0.000000 312.590 71.830 0.000000 325.820 70.920 0.000000 330.620 71.110 0.000000 335.380 71.400 0.000000 340.140 71.340 0.000000 344.900 71.360 0.000000 353.330 71.590 0.000000 357.970 72.000 0.000000 362.570 72.620 0.000000 367.210 72.250 0.000000 371.890 71.820 0.000000 376.570 71.590 0.000000 381.210 71.640 0.000000 395.200 71.920 0.000000 399.880 71.970 0.000000 --------------------------------------------------------------------- Name: XA3430B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.270 0.000000 4.200 70.310 0.000000 15.940 70.240 0.000000 23.370 70.230 0.000000 36.390 70.170 0.000000 48.200 70.260 0.000000 56.110 70.260 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1200 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 68.520 70.150 0.000000 80.750 70.140 0.000000 92.560 70.010 0.000000 100.710 69.950 0.000000 130.530 70.010 0.000000 135.460 69.980 0.000000 148.240 70.010 0.000000 163.580 69.920 0.000000 167.770 69.950 0.000000 179.400 69.900 0.000000 191.390 69.900 0.000000 203.920 69.860 0.000000 211.770 69.890 0.000000 220.840 69.880 0.000000 231.980 69.770 0.000000 236.360 69.820 0.000000 240.250 69.960 0.000000 242.750 70.100 0.000000 245.300 70.080 0.000000 255.280 69.760 0.000000 260.270 69.710 0.000000 265.260 69.690 0.000000 270.250 69.750 0.000000 278.650 69.820 0.000000 286.140 69.730 0.000000 296.600 69.750 0.000000 299.100 69.710 0.000000 309.690 69.620 0.000000 325.930 69.440 0.000000 337.560 69.260 0.000000 341.450 69.250 0.000000 345.290 69.320 0.000000 349.180 69.350 0.000000 353.010 69.320 0.000000 363.850 69.320 0.000000 367.980 68.870 0.000000 372.180 68.250 0.000000 376.320 68.040 0.000000 381.310 68.430 0.000000 391.290 69.500 0.000000 396.280 69.580 0.000000 505.390 69.300 0.000000 510.020 69.510 0.000000 517.500 69.730 0.000000 521.880 69.820 0.000000 526.330 69.870 0.000000 530.770 69.880 0.000000 575.920 69.790 0.000000 608.540 69.790 0.000000 --------------------------------------------------------------------- Name: XA3430C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.790 0.000000 34.000 69.750 0.000000 45.050 69.770 0.000000 101.480 69.970 0.000000 121.330 70.070 0.000000 131.240 70.040 0.000000 147.630 69.940 0.000000 187.380 69.860 0.000000 200.160 69.870 0.000000 204.100 69.890 0.000000 207.400 69.950 0.000000 210.750 69.950 0.000000 214.090 69.620 0.000000 218.830 69.390 0.000000 223.530 68.930 0.000000 230.350 68.640 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1201 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 233.740 68.530 0.000000 253.300 68.890 0.000000 258.210 68.970 0.000000 263.080 69.020 0.000000 267.780 69.160 0.000000 272.430 69.370 0.000000 275.270 69.720 0.000000 278.110 69.920 0.000000 282.760 69.850 0.000000 286.870 69.700 0.000000 295.120 69.660 0.000000 303.720 69.570 0.000000 308.250 69.560 0.000000 321.750 69.580 0.000000 335.260 69.510 0.000000 348.980 69.530 0.000000 357.740 69.420 0.000000 364.980 69.390 0.000000 371.840 69.450 0.000000 376.450 69.400 0.000000 385.550 69.530 0.000000 392.840 69.600 0.000000 397.750 69.560 0.000000 401.680 69.560 0.000000 409.600 69.620 0.000000 415.230 69.600 0.000000 423.360 69.680 0.000000 --------------------------------------------------------------------- Name: XA3440B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.940 0.000000 19.920 69.910 0.000000 23.750 69.890 0.000000 31.030 69.790 0.000000 47.010 69.840 0.000000 55.360 69.750 0.000000 59.510 69.750 0.000000 63.510 69.820 0.000000 70.500 69.840 0.000000 74.650 69.770 0.000000 78.850 69.730 0.000000 83.030 69.790 0.000000 91.230 69.640 0.000000 95.820 69.620 0.000000 100.420 69.530 0.000000 119.810 69.430 0.000000 124.730 69.430 0.000000 144.460 69.440 0.000000 218.400 69.560 0.000000 262.750 69.580 0.000000 --------------------------------------------------------------------- Name: XA3440C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 70.500 0.000000 4.040 70.480 0.000000 8.080 70.370 0.000000 12.140 70.460 0.000000 16.110 70.480 0.000000 20.650 70.580 0.000000 28.050 70.550 0.000000 31.040 70.630 0.000000 34.020 70.640 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1202 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.960 70.740 0.000000 41.900 70.800 0.000000 45.870 70.820 0.000000 52.290 70.700 0.000000 61.730 70.720 0.000000 70.960 70.640 0.000000 82.680 70.790 0.000000 91.010 70.590 0.000000 98.310 70.540 0.000000 100.820 70.570 0.000000 114.600 70.460 0.000000 125.230 70.300 0.000000 128.620 70.270 0.000000 149.970 70.200 0.000000 154.490 70.140 0.000000 175.470 70.060 0.000000 182.070 69.940 0.000000 192.360 69.790 0.000000 196.240 69.790 0.000000 203.870 69.880 0.000000 212.730 69.850 0.000000 226.000 69.750 0.000000 230.440 69.740 0.000000 234.860 69.770 0.000000 239.280 69.840 0.000000 243.170 69.950 0.000000 247.030 69.910 0.000000 250.920 69.940 0.000000 --------------------------------------------------------------------- Name: XA3450B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.310 0.000000 5.870 69.400 0.000000 9.810 69.420 0.000000 19.600 69.360 0.000000 24.510 69.370 0.000000 29.390 69.460 0.000000 34.290 69.480 0.000000 48.980 69.340 0.000000 53.390 69.370 0.000000 57.830 69.330 0.000000 62.240 69.220 0.000000 75.000 69.060 0.000000 83.510 69.120 0.000000 87.190 69.170 0.000000 90.900 69.250 0.000000 94.130 69.170 0.000000 97.370 69.140 0.000000 105.120 68.910 0.000000 109.010 68.900 0.000000 111.880 69.080 0.000000 114.750 69.020 0.000000 118.170 68.870 0.000000 122.580 69.100 0.000000 126.310 69.140 0.000000 130.930 68.960 0.000000 137.710 68.840 0.000000 140.320 68.770 0.000000 142.910 68.780 0.000000 146.800 68.830 0.000000 150.500 68.960 0.000000 155.280 69.010 0.000000 160.570 68.920 0.000000 164.120 68.920 0.000000 168.930 69.070 0.000000 173.730 69.020 0.000000 178.530 69.150 0.000000 183.360 69.440 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1203 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 188.160 69.790 0.000000 196.590 70.270 0.000000 199.490 70.280 0.000000 202.380 70.130 0.000000 207.260 70.060 0.000000 211.700 69.880 0.000000 216.140 69.890 0.000000 222.190 69.990 0.000000 226.650 69.870 0.000000 231.090 69.890 0.000000 235.550 70.160 0.000000 240.460 70.270 0.000000 245.360 70.230 0.000000 250.270 70.070 0.000000 256.870 69.920 0.000000 260.970 69.910 0.000000 --------------------------------------------------------------------- Name: XA3450C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.670 0.000000 8.340 69.670 0.000000 12.480 69.590 0.000000 20.510 69.610 0.000000 28.910 69.560 0.000000 33.050 69.560 0.000000 36.950 69.500 0.000000 45.290 69.480 0.000000 49.130 69.500 0.000000 56.870 69.490 0.000000 60.700 69.450 0.000000 64.000 69.450 0.000000 72.400 69.360 0.000000 84.220 69.340 0.000000 88.720 69.230 0.000000 92.620 69.210 0.000000 96.460 69.150 0.000000 99.760 69.130 0.000000 104.010 69.060 0.000000 108.210 69.020 0.000000 120.030 69.130 0.000000 140.420 69.210 0.000000 144.260 69.180 0.000000 160.700 69.210 0.000000 168.020 69.200 0.000000 176.480 69.090 0.000000 180.490 69.090 0.000000 184.390 69.020 0.000000 196.030 69.250 0.000000 199.870 69.360 0.000000 203.770 69.270 0.000000 207.670 69.270 0.000000 211.510 69.150 0.000000 215.350 69.290 0.000000 219.430 69.290 0.000000 223.620 69.490 0.000000 227.760 69.530 0.000000 231.960 69.480 0.000000 234.540 69.620 0.000000 241.740 69.660 0.000000 246.420 69.550 0.000000 249.540 69.500 0.000000 253.500 69.470 0.000000 257.220 69.640 0.000000 260.930 69.720 0.000000 264.650 69.490 0.000000 269.570 69.150 0.000000 274.430 69.130 0.000000 279.170 68.910 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1204 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 288.110 69.100 0.000000 292.610 69.130 0.000000 297.110 68.980 0.000000 301.780 68.930 0.000000 308.140 68.820 0.000000 314.020 68.910 0.000000 317.140 68.940 0.000000 325.180 68.960 0.000000 333.040 68.920 0.000000 337.300 68.950 0.000000 345.510 69.100 0.000000 353.250 69.210 0.000000 356.730 69.280 0.000000 365.010 69.050 0.000000 369.150 69.040 0.000000 373.230 69.080 0.000000 385.880 69.130 0.000000 389.480 69.140 0.000000 393.080 69.100 0.000000 397.220 69.170 0.000000 405.200 69.170 0.000000 409.640 69.210 0.000000 418.280 69.390 0.000000 428.410 69.630 0.000000 435.850 69.850 0.000000 439.930 69.750 0.000000 444.070 69.690 0.000000 452.350 69.770 0.000000 464.220 69.590 0.000000 469.260 69.570 0.000000 473.340 69.490 0.000000 477.480 69.380 0.000000 481.320 69.320 0.000000 493.020 69.250 0.000000 567.220 69.160 0.000000 585.870 69.200 0.000000 595.170 69.250 0.000000 599.850 69.310 0.000000 --------------------------------------------------------------------- Name: XA3450D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 69.910 0.000000 8.120 69.970 0.000000 12.050 70.130 0.000000 16.520 70.060 0.000000 21.070 70.020 0.000000 39.040 70.110 0.000000 43.580 70.060 0.000000 47.300 70.110 0.000000 51.160 70.190 0.000000 54.530 70.200 0.000000 58.730 70.350 0.000000 62.930 70.370 0.000000 67.130 70.040 0.000000 78.910 70.000 0.000000 88.550 70.010 0.000000 96.880 70.030 0.000000 108.380 70.130 0.000000 122.900 70.030 0.000000 160.290 69.930 0.000000 168.070 69.890 0.000000 172.070 69.840 0.000000 175.030 69.760 0.000000 177.990 69.640 0.000000 184.250 69.630 0.000000 188.380 69.410 0.000000 192.520 69.100 0.000000 196.650 68.870 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1205 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 200.780 68.860 0.000000 204.980 68.940 0.000000 208.150 69.050 0.000000 211.310 69.220 0.000000 214.200 69.160 0.000000 221.570 69.060 0.000000 225.290 68.960 0.000000 235.690 69.010 0.000000 247.390 68.940 0.000000 253.040 68.960 0.000000 255.380 68.990 0.000000 264.120 68.990 0.000000 272.460 69.030 0.000000 290.080 68.960 0.000000 296.900 69.000 0.000000 300.270 68.950 0.000000 303.650 68.940 0.000000 307.020 69.020 0.000000 311.770 69.030 0.000000 316.450 68.970 0.000000 321.140 68.990 0.000000 325.890 68.970 0.000000 335.320 68.820 0.000000 340.000 68.800 0.000000 344.680 68.860 0.000000 349.430 69.020 0.000000 354.120 69.240 0.000000 358.320 69.300 0.000000 362.030 69.180 0.000000 365.750 69.030 0.000000 369.810 68.940 0.000000 374.980 68.900 0.000000 381.520 68.800 0.000000 393.780 68.700 0.000000 398.040 68.740 0.000000 405.620 68.880 0.000000 410.090 68.890 0.000000 415.050 68.630 0.000000 421.730 68.770 0.000000 429.170 68.700 0.000000 432.820 68.690 0.000000 438.320 68.740 0.000000 475.160 69.200 0.000000 482.740 69.030 0.000000 490.310 69.030 0.000000 495.130 69.000 0.000000 499.950 69.070 0.000000 504.770 69.250 0.000000 514.480 69.700 0.000000 517.160 69.850 0.000000 519.850 70.060 0.000000 523.910 69.730 0.000000 527.900 69.500 0.000000 531.900 69.330 0.000000 535.960 69.220 0.000000 539.950 69.220 0.000000 544.080 69.320 0.000000 548.220 69.380 0.000000 555.790 69.400 0.000000 559.780 69.370 0.000000 563.500 69.310 0.000000 567.150 69.350 0.000000 571.140 69.330 0.000000 580.710 69.140 0.000000 585.050 69.090 0.000000 589.390 69.100 0.000000 592.830 69.170 0.000000 596.280 69.370 0.000000 601.300 69.290 0.000000 608.260 69.440 0.000000 615.690 69.390 0.000000 620.170 69.290 0.000000 627.880 69.250 0.000000 631.050 69.290 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1206 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 638.070 69.560 0.000000 642.960 69.570 0.000000 647.780 69.640 0.000000 652.670 69.580 0.000000 655.630 69.620 0.000000 660.860 69.610 0.000000 671.120 69.660 0.000000 676.560 69.640 0.000000 688.540 69.670 0.000000 --------------------------------------------------------------------- Name: XA3460B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.730 0.000000 3.860 50.740 0.000000 7.720 50.620 0.000000 10.440 50.600 0.000000 31.950 49.980 0.000000 36.930 49.880 0.000000 41.880 49.720 0.000000 46.840 49.660 0.000000 51.810 49.650 0.000000 56.770 49.400 0.000000 61.720 49.220 0.000000 66.700 49.280 0.000000 71.650 49.150 0.000000 76.600 49.130 0.000000 81.580 48.950 0.000000 86.530 49.070 0.000000 91.490 48.990 0.000000 96.460 48.980 0.000000 101.420 48.810 0.000000 106.370 48.980 0.000000 109.920 49.420 0.000000 116.980 49.150 0.000000 121.790 49.390 0.000000 125.940 49.470 0.000000 130.070 49.880 0.000000 134.220 49.910 0.000000 138.350 49.840 0.000000 141.360 49.920 0.000000 145.440 49.960 0.000000 148.930 49.880 0.000000 151.630 49.930 0.000000 156.290 49.880 0.000000 160.950 49.790 0.000000 165.590 49.750 0.000000 175.200 49.860 0.000000 180.010 49.890 0.000000 184.820 49.850 0.000000 189.630 49.860 0.000000 194.460 50.080 0.000000 199.270 50.040 0.000000 208.880 50.090 0.000000 213.690 50.210 0.000000 223.300 50.370 0.000000 227.120 50.520 0.000000 230.930 51.020 0.000000 234.740 51.730 0.000000 238.890 51.880 0.000000 242.800 51.960 0.000000 --------------------------------------------------------------------- Name: XA3470B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1207 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------- --------------- --------------- 0.000 51.690 0.000000 13.390 51.820 0.000000 18.690 51.800 0.000000 25.220 51.990 0.000000 33.600 52.130 0.000000 45.410 52.010 0.000000 48.870 52.010 0.000000 52.550 51.960 0.000000 56.240 51.780 0.000000 59.390 51.450 0.000000 62.530 51.160 0.000000 67.400 51.250 0.000000 72.260 51.260 0.000000 77.120 51.210 0.000000 81.990 51.220 0.000000 86.850 51.160 0.000000 101.440 51.210 0.000000 106.300 51.340 0.000000 111.150 51.420 0.000000 120.880 51.510 0.000000 125.740 51.260 0.000000 130.600 51.090 0.000000 140.330 51.380 0.000000 145.190 51.420 0.000000 150.040 51.420 0.000000 159.770 51.510 0.000000 164.630 51.500 0.000000 169.490 51.430 0.000000 174.360 51.410 0.000000 179.220 51.480 0.000000 --------------------------------------------------------------------- Name: XA3480B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.800 0.000000 4.160 53.870 0.000000 6.970 53.850 0.000000 11.090 53.880 0.000000 20.000 53.600 0.000000 24.740 53.710 0.000000 29.530 53.770 0.000000 34.310 53.600 0.000000 39.060 53.600 0.000000 43.840 53.610 0.000000 48.620 53.600 0.000000 53.370 53.600 0.000000 58.150 53.600 0.000000 62.940 53.600 0.000000 67.680 54.120 0.000000 70.800 54.370 0.000000 75.310 54.250 0.000000 81.300 54.010 0.000000 85.120 53.930 0.000000 92.810 53.850 0.000000 97.210 53.600 0.000000 101.610 53.600 0.000000 106.570 53.600 0.000000 110.210 53.600 0.000000 113.840 53.600 0.000000 117.480 53.970 0.000000 120.150 54.120 0.000000 122.790 53.750 0.000000 127.330 53.600 0.000000 131.280 53.600 0.000000 135.190 53.600 0.000000 144.060 53.650 0.000000 150.340 53.800 0.000000 157.340 54.070 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1208 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 162.120 53.960 0.000000 166.870 53.800 0.000000 171.650 54.010 0.000000 176.400 53.960 0.000000 185.930 54.210 0.000000 189.400 54.340 0.000000 192.900 54.410 0.000000 195.700 54.340 0.000000 198.510 54.170 0.000000 202.630 54.010 0.000000 206.760 53.960 0.000000 211.230 54.010 0.000000 215.700 54.000 0.000000 220.170 53.880 0.000000 224.640 53.950 0.000000 229.110 53.970 0.000000 233.580 53.850 0.000000 238.050 53.750 0.000000 242.520 53.740 0.000000 246.610 53.870 0.000000 250.700 53.880 0.000000 255.520 53.970 0.000000 260.370 54.150 0.000000 265.220 54.610 0.000000 267.960 55.100 0.000000 270.700 55.400 0.000000 274.270 56.170 0.000000 278.630 57.190 0.000000 283.040 57.820 0.000000 289.520 58.170 0.000000 292.250 58.090 0.000000 295.030 57.950 0.000000 297.420 57.900 0.000000 302.300 57.680 0.000000 309.890 56.900 0.000000 318.070 55.760 0.000000 325.630 54.830 0.000000 329.990 54.580 0.000000 333.810 54.610 0.000000 337.030 54.760 0.000000 346.560 55.570 0.000000 --------------------------------------------------------------------- Name: XA3480C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.080 0.000000 3.210 55.000 0.000000 6.390 54.510 0.000000 11.350 54.150 0.000000 21.230 53.690 0.000000 31.100 53.600 0.000000 40.990 53.600 0.000000 43.830 53.600 0.000000 47.550 53.600 0.000000 51.300 53.600 0.000000 55.050 53.600 0.000000 58.820 53.600 0.000000 61.410 53.600 0.000000 63.990 53.600 0.000000 67.290 53.600 0.000000 70.590 53.600 0.000000 73.460 53.600 0.000000 80.040 53.650 0.000000 83.700 53.750 0.000000 87.380 53.640 0.000000 91.870 53.600 0.000000 95.860 53.710 0.000000 99.870 53.790 0.000000 104.710 53.640 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1209 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 109.560 53.750 0.000000 114.400 53.920 0.000000 119.250 53.890 0.000000 133.610 53.990 0.000000 142.970 53.770 0.000000 147.650 53.710 0.000000 152.340 53.870 0.000000 157.020 53.820 0.000000 161.700 53.710 0.000000 166.380 53.770 0.000000 170.440 53.980 0.000000 174.500 53.810 0.000000 178.300 53.820 0.000000 182.110 53.800 0.000000 --------------------------------------------------------------------- Name: XA3490B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.980 0.000000 2.560 56.010 0.000000 9.120 55.960 0.000000 13.170 55.820 0.000000 21.080 55.820 0.000000 29.210 55.770 0.000000 52.460 55.820 0.000000 56.960 55.890 0.000000 64.240 55.930 0.000000 68.780 56.040 0.000000 73.320 55.990 0.000000 77.830 56.070 0.000000 97.390 55.860 0.000000 102.430 55.880 0.000000 106.830 55.770 0.000000 120.070 55.870 0.000000 127.550 56.040 0.000000 136.390 55.880 0.000000 141.080 55.620 0.000000 145.760 55.650 0.000000 150.450 55.830 0.000000 155.130 55.760 0.000000 159.820 55.630 0.000000 169.190 55.520 0.000000 173.870 55.580 0.000000 178.560 55.540 0.000000 183.240 55.580 0.000000 192.610 55.550 0.000000 197.290 55.580 0.000000 206.660 55.460 0.000000 211.100 55.450 0.000000 269.340 55.500 0.000000 354.910 54.300 0.000000 --------------------------------------------------------------------- Name: XA3490C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.660 0.000000 4.500 53.610 0.000000 9.030 53.470 0.000000 13.530 53.300 0.000000 18.050 53.320 0.000000 21.470 53.260 0.000000 24.910 53.330 0.000000 28.330 53.450 0.000000 32.770 53.390 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1210 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.210 53.210 0.000000 41.630 53.100 0.000000 46.060 53.020 0.000000 50.260 53.000 0.000000 54.460 52.970 0.000000 58.660 52.920 0.000000 62.860 52.910 0.000000 66.320 52.910 0.000000 69.790 52.950 0.000000 73.250 52.960 0.000000 76.950 52.990 0.000000 80.650 53.010 0.000000 85.550 52.860 0.000000 90.440 52.830 0.000000 95.330 52.790 0.000000 99.740 52.780 0.000000 104.160 52.770 0.000000 108.580 52.790 0.000000 112.970 52.780 0.000000 117.390 52.770 0.000000 121.800 52.810 0.000000 126.220 52.820 0.000000 130.630 52.760 0.000000 134.920 52.790 0.000000 139.210 52.610 0.000000 143.490 52.770 0.000000 147.800 53.240 0.000000 152.240 53.590 0.000000 156.700 54.140 0.000000 161.150 54.730 0.000000 165.590 55.070 0.000000 170.050 55.140 0.000000 175.030 55.100 0.000000 180.030 55.150 0.000000 185.010 55.190 0.000000 190.010 55.190 0.000000 194.990 55.190 0.000000 199.990 55.210 0.000000 204.970 55.260 0.000000 209.970 55.310 0.000000 213.210 55.350 0.000000 216.460 55.340 0.000000 --------------------------------------------------------------------- Name: XA3500B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.530 0.000000 3.000 52.540 0.000000 6.020 52.490 0.000000 9.450 52.510 0.000000 12.880 52.470 0.000000 16.310 52.330 0.000000 20.270 52.260 0.000000 24.230 52.250 0.000000 28.190 52.330 0.000000 32.150 52.320 0.000000 37.480 52.400 0.000000 44.930 52.480 0.000000 49.690 52.440 0.000000 54.450 52.340 0.000000 59.210 52.310 0.000000 68.730 52.400 0.000000 73.490 52.490 0.000000 76.950 52.490 0.000000 83.900 52.400 0.000000 88.730 52.270 0.000000 93.520 52.170 0.000000 98.320 52.010 0.000000 107.130 51.850 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1211 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 125.940 51.660 0.000000 135.360 51.680 0.000000 140.050 51.620 0.000000 145.010 51.790 0.000000 149.970 51.820 0.000000 154.930 51.810 0.000000 164.880 51.960 0.000000 169.840 51.980 0.000000 174.800 51.990 0.000000 179.760 51.880 0.000000 199.560 51.950 0.000000 209.380 51.920 0.000000 219.160 51.980 0.000000 224.090 51.940 0.000000 228.980 51.990 0.000000 233.870 51.930 0.000000 238.770 51.910 0.000000 243.690 51.840 0.000000 253.480 51.890 0.000000 267.790 52.010 0.000000 281.300 52.170 0.000000 287.460 51.980 0.000000 291.650 52.160 0.000000 294.180 52.350 0.000000 302.630 52.140 0.000000 306.990 52.100 0.000000 310.650 52.150 0.000000 314.320 52.250 0.000000 317.980 52.150 0.000000 321.640 51.990 0.000000 324.600 52.070 0.000000 328.930 52.050 0.000000 332.820 52.170 0.000000 --------------------------------------------------------------------- Name: XA3510B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.530 0.000000 13.750 52.460 0.000000 19.760 52.460 0.000000 37.240 52.250 0.000000 72.880 51.940 0.000000 82.110 51.910 0.000000 90.540 51.960 0.000000 98.150 51.940 0.000000 100.340 51.850 0.000000 104.610 51.740 0.000000 108.290 51.540 0.000000 111.450 51.440 0.000000 120.210 51.000 0.000000 124.600 50.700 0.000000 128.690 50.800 0.000000 132.370 51.040 0.000000 135.090 51.440 0.000000 137.810 51.180 0.000000 141.270 51.370 0.000000 144.710 51.610 0.000000 148.530 52.190 0.000000 152.390 52.970 0.000000 156.460 53.420 0.000000 --------------------------------------------------------------------- Name: XA3530B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1212 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.000 52.010 0.000000 4.420 51.630 0.000000 14.370 51.800 0.000000 19.350 51.860 0.000000 21.940 52.000 0.000000 25.270 52.250 0.000000 28.620 52.730 0.000000 32.500 53.380 0.000000 36.370 54.230 0.000000 40.770 54.960 0.000000 44.360 55.250 0.000000 47.990 55.510 0.000000 51.630 55.870 0.000000 55.270 56.050 0.000000 57.990 56.090 0.000000 60.720 55.980 0.000000 --------------------------------------------------------------------- Name: XA3540B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.360 0.000000 4.730 52.330 0.000000 14.190 52.210 0.000000 17.870 52.220 0.000000 26.090 52.070 0.000000 30.360 52.050 0.000000 37.620 51.810 0.000000 41.850 51.780 0.000000 49.240 51.480 0.000000 57.710 51.470 0.000000 60.310 51.320 0.000000 64.080 51.220 0.000000 73.790 51.210 0.000000 83.490 51.150 0.000000 104.360 51.080 0.000000 107.940 50.980 0.000000 111.530 50.810 0.000000 114.130 50.770 0.000000 124.110 50.420 0.000000 128.350 50.390 0.000000 132.580 50.430 0.000000 139.780 50.580 0.000000 154.030 50.460 0.000000 165.750 49.840 0.000000 169.520 49.820 0.000000 175.580 49.900 0.000000 178.420 49.870 0.000000 183.220 49.920 0.000000 188.040 50.060 0.000000 192.830 50.100 0.000000 197.650 50.230 0.000000 207.230 50.300 0.000000 209.920 50.450 0.000000 212.610 50.180 0.000000 217.280 50.030 0.000000 226.000 50.010 0.000000 245.810 50.080 0.000000 250.790 50.180 0.000000 255.730 50.320 0.000000 259.570 50.510 0.000000 263.370 50.590 0.000000 268.380 50.770 0.000000 273.080 51.070 0.000000 277.780 51.470 0.000000 281.270 51.690 0.000000 284.790 51.690 0.000000 288.220 51.620 0.000000 294.280 51.480 0.000000 300.960 51.280 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1213 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 305.040 51.220 0.000000 309.120 51.230 0.000000 --------------------------------------------------------------------- Name: XA3550B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.710 0.000000 9.970 51.720 0.000000 14.970 51.660 0.000000 19.940 51.630 0.000000 24.940 51.650 0.000000 34.910 51.550 0.000000 44.880 51.530 0.000000 49.880 51.450 0.000000 59.850 51.520 0.000000 69.820 51.450 0.000000 79.790 51.530 0.000000 84.420 51.480 0.000000 87.180 51.500 0.000000 89.900 51.480 0.000000 94.350 51.550 0.000000 103.220 51.520 0.000000 107.670 51.550 0.000000 112.190 51.510 0.000000 118.960 51.530 0.000000 122.970 51.560 0.000000 130.950 51.690 0.000000 134.930 51.680 0.000000 138.500 51.730 0.000000 142.030 51.750 0.000000 149.570 51.750 0.000000 157.990 51.660 0.000000 165.940 51.660 0.000000 170.310 51.740 0.000000 174.660 51.690 0.000000 182.270 51.710 0.000000 185.980 51.630 0.000000 189.880 51.620 0.000000 197.720 51.720 0.000000 202.540 51.730 0.000000 207.390 51.830 0.000000 212.210 51.710 0.000000 217.070 51.800 0.000000 226.740 51.770 0.000000 231.560 51.860 0.000000 236.420 51.840 0.000000 241.240 51.900 0.000000 246.090 51.860 0.000000 250.910 51.920 0.000000 255.770 51.860 0.000000 265.440 51.950 0.000000 275.740 51.930 0.000000 283.240 51.960 0.000000 289.900 51.920 0.000000 293.400 51.930 0.000000 298.330 52.080 0.000000 303.290 51.960 0.000000 308.220 52.110 0.000000 315.060 52.150 0.000000 318.480 52.100 0.000000 321.430 52.120 0.000000 324.330 52.050 0.000000 328.420 52.040 0.000000 332.500 52.090 0.000000 339.860 52.100 0.000000 347.400 52.170 0.000000 359.720 52.090 0.000000 367.850 52.240 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1214 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA3550C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.160 0.000000 4.590 52.190 0.000000 13.770 52.140 0.000000 27.520 52.150 0.000000 35.510 52.090 0.000000 39.690 52.090 0.000000 47.550 52.050 0.000000 51.020 52.050 0.000000 54.450 52.170 0.000000 61.340 52.020 0.000000 65.350 52.000 0.000000 72.540 52.020 0.000000 75.730 51.970 0.000000 81.300 52.000 0.000000 89.050 51.950 0.000000 93.220 51.890 0.000000 98.050 51.940 0.000000 115.930 51.920 0.000000 119.220 51.880 0.000000 123.790 51.930 0.000000 128.380 51.840 0.000000 132.970 51.830 0.000000 137.560 51.780 0.000000 142.140 51.810 0.000000 146.730 51.800 0.000000 151.320 51.850 0.000000 160.480 51.710 0.000000 --------------------------------------------------------------------- Name: XA3550D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.300 0.000000 14.100 52.300 0.000000 28.100 52.300 0.000000 42.200 52.400 0.000000 56.300 52.600 0.000000 70.400 52.600 0.000000 82.500 52.500 0.000000 94.700 52.400 0.000000 106.900 52.500 0.000000 122.400 52.700 0.000000 137.800 52.800 0.000000 147.900 52.900 0.000000 158.000 57.000 0.000000 170.100 59.400 0.000000 182.200 65.700 0.000000 194.400 70.700 0.000000 210.600 70.600 0.000000 226.700 70.800 0.000000 242.900 70.700 0.000000 259.100 71.000 0.000000 272.400 71.100 0.000000 285.700 71.100 0.000000 299.000 71.100 0.000000 312.400 70.900 0.000000 321.200 70.900 0.000000 330.000 70.900 0.000000 341.800 71.100 0.000000 354.100 71.000 0.000000 366.400 70.800 0.000000 378.800 70.600 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1215 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 390.800 70.300 0.000000 402.900 70.100 0.000000 415.000 69.900 0.000000 429.700 69.900 0.000000 444.400 70.100 0.000000 459.100 70.500 0.000000 473.800 70.900 0.000000 488.500 71.000 0.000000 505.100 71.000 0.000000 521.600 70.800 0.000000 535.600 71.000 0.000000 549.500 70.800 0.000000 563.400 70.800 0.000000 577.300 59.600 0.000000 593.100 52.600 0.000000 608.900 52.500 0.000000 620.100 52.500 0.000000 631.500 52.500 0.000000 642.900 52.400 0.000000 654.200 52.300 0.000000 666.600 52.200 0.000000 678.900 52.100 0.000000 691.200 52.100 0.000000 702.600 52.100 0.000000 714.100 52.100 0.000000 725.500 52.100 0.000000 --------------------------------------------------------------------- Name: XA3550F Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.100 0.000000 34.100 52.200 0.000000 68.400 52.300 0.000000 102.500 52.600 0.000000 136.600 54.300 0.000000 170.700 56.600 0.000000 205.000 58.600 0.000000 239.100 60.300 0.000000 273.200 62.200 0.000000 307.400 63.500 0.000000 332.800 63.900 0.000000 358.300 64.900 0.000000 383.700 65.000 0.000000 417.600 65.600 0.000000 451.400 65.700 0.000000 485.300 65.800 0.000000 518.100 65.900 0.000000 551.000 66.000 0.000000 583.900 66.000 0.000000 616.800 66.200 0.000000 652.400 66.300 0.000000 687.900 66.500 0.000000 703.300 66.500 0.000000 738.700 66.500 0.000000 773.900 66.500 0.000000 809.300 66.400 0.000000 844.500 66.300 0.000000 879.900 66.200 0.000000 915.100 66.100 0.000000 940.500 66.000 0.000000 966.000 66.000 0.000000 996.000 65.900 0.000000 1026.000 64.400 0.000000 1055.800 64.400 0.000000 1085.700 63.700 0.000000 1115.500 61.400 0.000000 1145.400 58.000 0.000000 1180.600 53.400 0.000000 1205.400 53.000 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1216 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1230.100 52.900 0.000000 1259.300 52.900 0.000000 1288.500 53.000 0.000000 1317.500 53.200 0.000000 1346.700 53.100 0.000000 1375.800 53.100 0.000000 --------------------------------------------------------------------- Name: XA3550G Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.240 0.000000 4.780 52.110 0.000000 9.550 52.130 0.000000 14.330 51.950 0.000000 18.290 51.830 0.000000 22.240 51.750 0.000000 26.190 51.690 0.000000 30.140 51.680 0.000000 34.330 51.750 0.000000 38.510 51.780 0.000000 42.690 51.850 0.000000 47.590 51.920 0.000000 52.470 52.030 0.000000 56.640 52.100 0.000000 60.830 52.230 0.000000 64.600 52.410 0.000000 67.960 52.550 0.000000 71.330 52.620 0.000000 74.680 52.760 0.000000 79.670 52.970 0.000000 84.650 53.080 0.000000 89.620 53.160 0.000000 94.610 53.250 0.000000 99.620 53.330 0.000000 104.610 53.410 0.000000 109.610 53.480 0.000000 114.600 53.530 0.000000 119.600 53.580 0.000000 124.590 53.630 0.000000 129.590 53.660 0.000000 --------------------------------------------------------------------- Name: XA3560E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.320 0.000000 4.890 52.310 0.000000 14.680 51.990 0.000000 24.470 51.940 0.000000 29.360 51.990 0.000000 44.040 52.390 0.000000 55.180 52.530 0.000000 60.160 52.710 0.000000 64.020 52.870 0.000000 67.950 53.000 0.000000 71.930 53.070 0.000000 --------------------------------------------------------------------- Name: XA3560F Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1217 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.000 53.070 0.000000 4.050 52.880 0.000000 12.180 52.430 0.000000 20.170 52.570 0.000000 28.090 52.520 0.000000 36.110 52.370 0.000000 44.950 52.540 0.000000 49.370 52.570 0.000000 53.800 52.640 0.000000 58.210 52.780 0.000000 62.630 52.800 0.000000 67.400 52.700 0.000000 71.160 52.680 0.000000 75.550 52.720 0.000000 87.050 52.980 0.000000 93.240 53.080 0.000000 96.480 53.130 0.000000 102.940 53.150 0.000000 106.300 53.250 0.000000 113.120 53.340 0.000000 116.740 53.540 0.000000 120.370 53.840 0.000000 128.310 54.160 0.000000 140.220 54.540 0.000000 143.940 54.720 0.000000 148.300 54.790 0.000000 152.060 55.120 0.000000 156.430 55.400 0.000000 159.630 55.490 0.000000 168.720 55.330 0.000000 171.960 55.250 0.000000 176.310 55.210 0.000000 180.560 55.230 0.000000 184.140 55.190 0.000000 187.740 55.220 0.000000 191.320 55.360 0.000000 199.220 55.510 0.000000 202.150 55.510 0.000000 205.050 55.570 0.000000 211.720 55.610 0.000000 214.330 55.550 0.000000 216.960 55.560 0.000000 221.040 55.450 0.000000 225.110 55.440 0.000000 --------------------------------------------------------------------- Name: XA3560G Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.480 0.000000 13.380 53.420 0.000000 17.840 53.450 0.000000 22.300 53.380 0.000000 26.760 53.380 0.000000 34.430 53.300 0.000000 38.280 53.350 0.000000 46.720 53.350 0.000000 55.900 53.120 0.000000 60.500 53.110 0.000000 64.480 53.140 0.000000 68.430 53.130 0.000000 76.380 53.080 0.000000 80.560 52.990 0.000000 88.030 52.940 0.000000 95.670 52.910 0.000000 100.640 52.970 0.000000 105.600 52.840 0.000000 110.570 52.820 0.000000 115.530 52.850 0.000000 120.490 52.740 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1218 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 130.420 52.700 0.000000 135.370 52.590 0.000000 140.330 52.590 0.000000 145.300 52.460 0.000000 154.740 52.510 0.000000 163.010 52.450 0.000000 171.190 52.420 0.000000 179.360 52.330 0.000000 184.080 52.350 0.000000 187.210 52.400 0.000000 197.970 52.290 0.000000 201.800 52.320 0.000000 --------------------------------------------------------------------- Name: XA3570C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.480 0.000000 7.920 53.430 0.000000 19.680 53.170 0.000000 26.950 53.070 0.000000 34.520 52.710 0.000000 38.310 52.620 0.000000 42.090 53.040 0.000000 45.810 53.410 0.000000 49.540 53.700 0.000000 53.260 53.880 0.000000 56.570 54.090 0.000000 59.900 54.150 0.000000 62.760 54.280 0.000000 65.620 54.310 0.000000 71.510 54.560 0.000000 74.530 54.660 0.000000 81.550 54.830 0.000000 85.570 54.900 0.000000 89.020 54.920 0.000000 97.840 55.160 0.000000 102.240 55.200 0.000000 107.200 55.220 0.000000 112.710 55.210 0.000000 118.180 55.240 0.000000 128.020 55.340 0.000000 132.940 55.350 0.000000 137.870 55.410 0.000000 147.750 55.390 0.000000 160.630 55.400 0.000000 --------------------------------------------------------------------- Name: XA3580C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.290 0.000000 8.100 55.280 0.000000 14.620 55.090 0.000000 18.080 54.930 0.000000 21.520 54.850 0.000000 24.980 54.830 0.000000 32.650 54.950 0.000000 37.360 55.070 0.000000 42.060 55.120 0.000000 46.770 55.260 0.000000 50.020 55.420 0.000000 56.240 55.430 0.000000 59.200 55.450 0.000000 70.840 55.980 0.000000 75.400 56.080 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1219 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 80.270 56.260 0.000000 83.030 56.310 0.000000 90.730 56.360 0.000000 94.580 56.420 0.000000 102.940 56.300 0.000000 106.980 56.310 0.000000 --------------------------------------------------------------------- Name: XA3590C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.500 0.000000 3.840 56.470 0.000000 7.660 56.350 0.000000 10.930 56.300 0.000000 14.200 56.200 0.000000 18.710 55.940 0.000000 23.210 55.940 0.000000 27.720 55.980 0.000000 35.980 56.150 0.000000 40.140 56.200 0.000000 44.390 56.360 0.000000 48.630 56.600 0.000000 52.870 56.750 0.000000 57.120 56.660 0.000000 61.660 56.620 0.000000 66.380 56.590 0.000000 74.780 56.630 0.000000 86.950 56.760 0.000000 95.940 56.980 0.000000 100.840 56.820 0.000000 108.290 56.690 0.000000 115.950 56.680 0.000000 --------------------------------------------------------------------- Name: XA3590F Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.680 0.000000 9.710 56.720 0.000000 19.380 56.680 0.000000 24.240 56.750 0.000000 29.090 56.780 0.000000 38.800 56.680 0.000000 43.620 56.730 0.000000 48.480 56.700 0.000000 53.330 56.840 0.000000 58.190 56.920 0.000000 63.040 56.810 0.000000 67.900 56.660 0.000000 77.570 56.720 0.000000 82.420 56.580 0.000000 87.280 56.700 0.000000 92.140 56.690 0.000000 101.810 56.560 0.000000 106.660 56.640 0.000000 111.520 56.600 0.000000 121.020 56.250 0.000000 125.640 56.150 0.000000 139.590 56.150 0.000000 144.240 56.100 0.000000 148.040 56.010 0.000000 151.870 55.970 0.000000 165.130 55.970 0.000000 174.600 55.820 0.000000 179.330 55.970 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1220 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 184.070 56.320 0.000000 188.800 56.620 0.000000 193.530 56.630 0.000000 197.860 56.530 0.000000 202.180 56.650 0.000000 206.510 56.580 0.000000 219.480 56.570 0.000000 224.140 56.540 0.000000 228.790 56.470 0.000000 233.440 56.670 0.000000 236.700 56.690 0.000000 244.210 56.800 0.000000 247.390 56.800 0.000000 255.640 56.940 0.000000 259.720 57.040 0.000000 279.630 56.980 0.000000 284.000 56.990 0.000000 292.730 57.120 0.000000 297.790 57.090 0.000000 308.760 57.170 0.000000 317.500 57.150 0.000000 321.700 57.110 0.000000 333.610 56.950 0.000000 341.900 56.930 0.000000 345.610 56.950 0.000000 353.040 57.050 0.000000 362.010 57.050 0.000000 368.220 56.980 0.000000 373.190 56.860 0.000000 378.170 56.940 0.000000 383.150 57.170 0.000000 388.130 57.270 0.000000 393.110 57.360 0.000000 403.060 57.400 0.000000 408.040 57.470 0.000000 --------------------------------------------------------------------- Name: XA3600B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.510 0.000000 18.550 57.400 0.000000 21.930 57.350 0.000000 30.830 57.320 0.000000 35.270 57.360 0.000000 39.720 57.650 0.000000 44.170 57.830 0.000000 48.620 57.880 0.000000 --------------------------------------------------------------------- Name: XA3600C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.710 0.000000 9.050 58.710 0.000000 16.130 58.690 0.000000 18.700 58.500 0.000000 22.250 58.680 0.000000 25.810 58.640 0.000000 29.350 58.530 0.000000 32.890 58.500 0.000000 40.520 58.540 0.000000 44.600 58.530 0.000000 48.680 58.480 0.000000 52.650 58.520 0.000000 56.280 58.430 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1221 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 64.370 58.110 0.000000 69.300 57.950 0.000000 79.730 57.960 0.000000 83.390 58.020 0.000000 86.840 58.020 0.000000 97.870 57.890 0.000000 101.970 57.870 0.000000 106.080 57.890 0.000000 110.880 57.800 0.000000 114.880 57.780 0.000000 122.580 57.810 0.000000 126.420 57.760 0.000000 --------------------------------------------------------------------- Name: XA3600D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.760 0.000000 5.000 57.700 0.000000 15.000 57.710 0.000000 30.000 57.610 0.000000 40.000 57.630 0.000000 45.000 57.550 0.000000 50.000 57.510 0.000000 --------------------------------------------------------------------- Name: XA3600E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.880 0.000000 4.020 57.900 0.000000 8.040 58.040 0.000000 12.060 57.950 0.000000 16.080 57.920 0.000000 20.590 57.990 0.000000 25.100 58.000 0.000000 29.610 57.960 0.000000 34.140 58.100 0.000000 38.650 58.250 0.000000 43.160 58.210 0.000000 47.670 58.170 0.000000 52.180 58.070 0.000000 57.030 58.090 0.000000 61.890 58.100 0.000000 66.730 58.140 0.000000 71.260 58.220 0.000000 75.790 58.300 0.000000 80.320 58.360 0.000000 84.830 58.350 0.000000 89.080 58.450 0.000000 93.310 58.420 0.000000 97.570 58.360 0.000000 101.820 58.380 0.000000 106.070 58.430 0.000000 110.330 58.440 0.000000 115.230 58.340 0.000000 120.130 58.350 0.000000 125.040 58.170 0.000000 129.970 58.180 0.000000 134.870 58.130 0.000000 138.100 58.260 0.000000 141.540 58.310 0.000000 145.000 58.390 0.000000 149.650 58.330 0.000000 154.320 58.220 0.000000 158.990 58.200 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1222 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 163.640 58.290 0.000000 168.310 58.400 0.000000 172.990 58.410 0.000000 177.660 58.360 0.000000 182.310 58.450 0.000000 186.980 58.890 0.000000 191.650 59.370 0.000000 196.300 59.460 0.000000 200.970 59.490 0.000000 205.640 59.510 0.000000 210.310 59.560 0.000000 214.890 59.970 0.000000 219.420 60.530 0.000000 223.980 61.030 0.000000 228.530 61.340 0.000000 232.410 61.430 0.000000 --------------------------------------------------------------------- Name: XA3610B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.710 0.000000 4.480 58.660 0.000000 8.960 58.320 0.000000 14.270 58.190 0.000000 20.430 58.170 0.000000 24.240 58.060 0.000000 36.160 57.900 0.000000 39.530 57.980 0.000000 43.880 58.270 0.000000 48.230 58.700 0.000000 52.580 59.050 0.000000 56.930 59.430 0.000000 65.640 60.230 0.000000 70.210 60.440 0.000000 79.550 60.460 0.000000 82.950 60.510 0.000000 87.400 60.530 0.000000 91.840 60.510 0.000000 96.290 60.670 0.000000 100.730 60.640 0.000000 105.170 60.690 0.000000 109.630 60.810 0.000000 118.520 60.960 0.000000 --------------------------------------------------------------------- Name: XA3630D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 61.970 0.000000 4.100 61.900 0.000000 8.200 61.860 0.000000 12.300 61.860 0.000000 15.050 61.900 0.000000 22.390 61.690 0.000000 29.730 61.590 0.000000 33.830 61.630 0.000000 44.880 61.550 0.000000 47.690 61.510 0.000000 57.830 61.560 0.000000 60.040 61.530 0.000000 63.600 61.660 0.000000 67.170 61.490 0.000000 72.020 61.350 0.000000 76.880 61.380 0.000000 81.730 61.180 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1223 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 85.620 61.340 0.000000 90.360 61.420 0.000000 95.110 61.380 0.000000 104.610 61.230 0.000000 114.320 61.110 0.000000 119.280 61.110 0.000000 124.240 61.170 0.000000 129.210 61.070 0.000000 139.130 61.090 0.000000 144.100 61.130 0.000000 154.020 61.050 0.000000 158.980 61.030 0.000000 163.950 61.050 0.000000 168.910 61.020 0.000000 173.870 60.920 0.000000 178.840 61.020 0.000000 183.800 61.000 0.000000 188.760 60.890 0.000000 193.730 60.820 0.000000 198.690 60.960 0.000000 203.650 60.920 0.000000 213.630 60.740 0.000000 218.600 60.710 0.000000 223.560 60.890 0.000000 233.490 60.780 0.000000 238.450 60.740 0.000000 243.410 60.520 0.000000 248.380 60.430 0.000000 253.340 60.570 0.000000 258.300 60.750 0.000000 263.270 60.600 0.000000 268.230 60.720 0.000000 273.190 60.670 0.000000 283.120 60.520 0.000000 288.080 60.510 0.000000 293.050 60.530 0.000000 297.250 60.490 0.000000 301.460 60.530 0.000000 305.720 60.470 0.000000 309.930 60.440 0.000000 313.330 60.270 0.000000 319.050 60.310 0.000000 323.200 60.290 0.000000 327.360 60.230 0.000000 332.050 60.200 0.000000 341.380 60.230 0.000000 344.240 60.280 0.000000 347.100 60.150 0.000000 349.960 60.350 0.000000 352.770 60.350 0.000000 359.460 60.230 0.000000 363.770 60.270 0.000000 368.030 60.160 0.000000 372.350 60.250 0.000000 376.660 60.190 0.000000 380.930 60.200 0.000000 385.940 60.300 0.000000 390.260 59.990 0.000000 393.930 60.240 0.000000 397.600 60.160 0.000000 401.370 60.040 0.000000 405.150 60.020 0.000000 412.760 59.750 0.000000 417.940 59.880 0.000000 420.740 60.030 0.000000 423.550 59.910 0.000000 426.190 60.120 0.000000 428.830 60.040 0.000000 436.010 59.960 0.000000 446.800 60.000 0.000000 449.440 60.050 0.000000 452.080 59.860 0.000000 454.890 59.900 0.000000 457.640 59.750 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1224 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 462.170 59.650 0.000000 466.760 59.690 0.000000 470.480 59.690 0.000000 474.260 59.620 0.000000 477.980 59.700 0.000000 484.670 59.770 0.000000 489.520 59.860 0.000000 495.890 59.940 0.000000 499.670 60.020 0.000000 504.090 60.040 0.000000 511.910 60.170 0.000000 523.730 60.450 0.000000 531.060 60.390 0.000000 534.680 60.440 0.000000 539.480 60.540 0.000000 --------------------------------------------------------------------- Name: XA3670C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.870 0.000000 4.180 66.830 0.000000 8.360 66.840 0.000000 18.090 66.900 0.000000 34.530 67.060 0.000000 49.990 67.280 0.000000 57.290 67.330 0.000000 65.460 67.240 0.000000 69.640 67.240 0.000000 73.240 67.170 0.000000 76.840 67.000 0.000000 81.700 66.910 0.000000 86.660 66.900 0.000000 96.490 66.990 0.000000 105.140 67.130 0.000000 116.230 67.250 0.000000 128.190 67.420 0.000000 131.890 67.380 0.000000 135.780 67.270 0.000000 144.440 67.130 0.000000 161.070 66.950 0.000000 164.770 66.960 0.000000 168.360 67.040 0.000000 175.760 67.090 0.000000 179.450 67.060 0.000000 183.250 66.980 0.000000 188.110 67.070 0.000000 192.390 67.120 0.000000 197.250 67.160 0.000000 201.730 67.140 0.000000 206.300 67.380 0.000000 215.250 67.210 0.000000 219.820 67.090 0.000000 224.290 67.040 0.000000 228.760 67.070 0.000000 233.340 67.070 0.000000 241.120 66.980 0.000000 249.290 66.930 0.000000 256.870 66.950 0.000000 260.960 67.010 0.000000 264.850 66.960 0.000000 268.840 66.830 0.000000 272.730 66.660 0.000000 280.700 66.600 0.000000 285.080 66.530 0.000000 293.250 66.440 0.000000 301.810 66.390 0.000000 310.470 66.370 0.000000 314.160 66.380 0.000000 322.240 66.470 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1225 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 330.020 66.450 0.000000 333.910 66.540 0.000000 337.210 66.750 0.000000 340.720 66.820 0.000000 344.120 66.530 0.000000 347.620 66.610 0.000000 351.320 66.650 0.000000 367.660 66.720 0.000000 372.620 66.760 0.000000 383.410 66.910 0.000000 394.500 67.140 0.000000 398.000 67.190 0.000000 402.580 67.080 0.000000 411.720 66.930 0.000000 420.960 66.820 0.000000 430.780 66.760 0.000000 440.610 66.590 0.000000 448.680 66.630 0.000000 453.930 66.540 0.000000 466.670 66.560 0.000000 475.430 66.500 0.000000 502.760 66.660 0.000000 533.490 66.900 0.000000 546.820 66.770 0.000000 568.120 66.660 0.000000 577.460 66.530 0.000000 596.130 66.560 0.000000 620.840 66.550 0.000000 633.190 66.590 0.000000 646.120 66.440 0.000000 659.160 66.440 0.000000 662.080 66.510 0.000000 668.880 66.550 0.000000 672.290 66.510 0.000000 678.900 66.380 0.000000 682.890 66.360 0.000000 687.360 66.430 0.000000 692.710 66.390 0.000000 696.800 66.400 0.000000 720.140 66.530 0.000000 729.770 66.520 0.000000 744.070 66.450 0.000000 753.600 66.350 0.000000 758.560 66.250 0.000000 763.430 66.110 0.000000 768.390 66.040 0.000000 777.820 66.150 0.000000 783.950 66.190 0.000000 800.290 66.170 0.000000 815.270 66.070 0.000000 827.620 66.050 0.000000 832.190 66.080 0.000000 836.660 66.150 0.000000 857.190 66.530 0.000000 861.950 66.530 0.000000 866.720 66.400 0.000000 871.390 66.240 0.000000 876.150 66.110 0.000000 880.820 66.020 0.000000 890.350 65.940 0.000000 904.460 65.970 0.000000 909.220 65.950 0.000000 913.990 65.870 0.000000 918.660 65.860 0.000000 923.420 65.930 0.000000 931.790 65.840 0.000000 942.000 65.810 0.000000 956.400 65.820 0.000000 960.770 65.840 0.000000 968.360 65.950 0.000000 972.640 65.980 0.000000 --------------------------------------------------------------------- Name: XA3680B Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1226 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 61.140 0.000000 9.020 61.040 0.000000 16.160 60.190 0.000000 23.620 59.870 0.000000 28.210 59.780 0.000000 46.590 59.130 0.000000 51.220 59.100 0.000000 55.800 59.240 0.000000 60.380 59.320 0.000000 66.670 59.390 0.000000 74.980 59.300 0.000000 79.900 59.300 0.000000 84.760 59.530 0.000000 91.290 59.930 0.000000 94.450 59.940 0.000000 97.620 59.850 0.000000 105.650 59.480 0.000000 112.070 59.420 0.000000 116.660 59.420 0.000000 121.240 59.260 0.000000 125.820 59.290 0.000000 130.450 59.260 0.000000 137.680 59.270 0.000000 140.800 59.350 0.000000 143.920 59.390 0.000000 148.030 59.340 0.000000 152.330 59.200 0.000000 156.160 59.150 0.000000 159.940 59.160 0.000000 163.770 59.200 0.000000 169.860 59.790 0.000000 174.490 59.610 0.000000 179.120 59.480 0.000000 183.750 59.400 0.000000 195.660 59.480 0.000000 205.580 59.450 0.000000 221.930 59.300 0.000000 229.820 59.120 0.000000 233.690 59.130 0.000000 237.990 59.200 0.000000 245.320 59.390 0.000000 249.000 59.460 0.000000 252.260 59.360 0.000000 255.520 59.390 0.000000 258.830 59.340 0.000000 262.890 59.370 0.000000 271.070 59.300 0.000000 278.390 59.290 0.000000 290.110 59.410 0.000000 293.940 59.420 0.000000 314.250 59.340 0.000000 329.470 59.320 0.000000 333.530 59.350 0.000000 339.720 59.440 0.000000 348.650 59.360 0.000000 356.260 59.430 0.000000 365.420 59.550 0.000000 370.010 59.570 0.000000 374.540 59.550 0.000000 380.920 59.390 0.000000 385.030 59.320 0.000000 397.220 59.370 0.000000 408.470 59.250 0.000000 412.770 59.330 0.000000 417.070 59.540 0.000000 420.850 59.470 0.000000 424.580 59.360 0.000000 428.930 59.350 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1227 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 433.130 59.420 0.000000 448.870 59.790 0.000000 456.570 59.920 0.000000 464.270 59.990 0.000000 472.490 60.010 0.000000 --------------------------------------------------------------------- Name: XA3690B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.930 0.000000 4.300 59.930 0.000000 8.390 60.000 0.000000 12.480 59.910 0.000000 15.640 60.020 0.000000 19.940 59.940 0.000000 23.830 60.070 0.000000 27.900 59.970 0.000000 31.990 60.050 0.000000 36.460 60.420 0.000000 40.510 60.570 0.000000 44.550 60.530 0.000000 48.590 60.420 0.000000 62.210 60.530 0.000000 66.810 60.440 0.000000 71.440 60.310 0.000000 76.060 60.270 0.000000 80.690 60.290 0.000000 84.280 60.340 0.000000 87.860 60.190 0.000000 92.690 60.370 0.000000 97.540 60.420 0.000000 111.360 60.460 0.000000 120.590 60.290 0.000000 125.190 60.260 0.000000 129.810 59.930 0.000000 134.410 60.030 0.000000 139.010 60.200 0.000000 143.630 60.150 0.000000 148.230 60.130 0.000000 152.860 60.270 0.000000 157.580 60.330 0.000000 162.330 60.170 0.000000 166.430 60.090 0.000000 170.500 60.120 0.000000 178.580 60.460 0.000000 186.970 60.310 0.000000 194.960 60.310 0.000000 214.370 60.480 0.000000 228.260 60.540 0.000000 237.030 60.620 0.000000 252.700 60.960 0.000000 --------------------------------------------------------------------- Name: XA3700B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.630 0.000000 15.660 63.000 0.000000 45.910 63.200 0.000000 74.980 63.100 0.000000 101.830 63.000 0.000000 119.970 63.100 0.000000 137.680 63.200 0.000000 168.950 63.000 0.000000 194.170 62.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1228 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 214.500 62.700 0.000000 224.800 62.640 0.000000 --------------------------------------------------------------------- Name: XA3700C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.790 0.000000 3.800 62.690 0.000000 6.320 62.920 0.000000 13.050 62.920 0.000000 17.260 63.050 0.000000 21.470 63.080 0.000000 --------------------------------------------------------------------- Name: XA3700D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 63.080 0.000000 4.920 63.140 0.000000 9.850 63.180 0.000000 14.800 63.190 0.000000 19.190 63.130 0.000000 23.580 63.210 0.000000 27.980 63.360 0.000000 32.370 63.470 0.000000 36.770 63.280 0.000000 41.160 63.220 0.000000 45.580 63.200 0.000000 50.030 63.230 0.000000 54.480 63.240 0.000000 58.990 63.160 0.000000 63.470 63.120 0.000000 66.890 63.060 0.000000 70.310 63.060 0.000000 74.760 63.100 0.000000 79.210 63.150 0.000000 83.660 63.250 0.000000 88.110 63.410 0.000000 92.560 63.390 0.000000 97.010 63.390 0.000000 101.510 63.400 0.000000 106.020 63.360 0.000000 110.490 63.370 0.000000 115.000 63.310 0.000000 119.480 63.170 0.000000 123.980 63.110 0.000000 128.180 63.090 0.000000 132.350 63.060 0.000000 136.550 62.960 0.000000 140.720 62.950 0.000000 144.920 62.850 0.000000 149.120 62.870 0.000000 152.680 62.880 0.000000 156.220 62.840 0.000000 159.780 62.780 0.000000 164.030 62.690 0.000000 168.290 62.690 0.000000 172.540 62.780 0.000000 177.020 62.760 0.000000 181.520 62.650 0.000000 186.000 62.550 0.000000 190.480 62.410 0.000000 194.820 62.260 0.000000 199.160 62.110 0.000000 203.490 62.010 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1229 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 207.830 61.970 0.000000 212.170 61.980 0.000000 216.510 62.150 0.000000 220.320 62.250 0.000000 224.100 62.420 0.000000 227.890 62.560 0.000000 231.440 62.600 0.000000 234.980 62.660 0.000000 238.510 62.740 0.000000 241.900 62.770 0.000000 245.290 62.790 0.000000 248.550 62.770 0.000000 251.830 62.690 0.000000 256.340 62.570 0.000000 260.840 62.600 0.000000 265.150 62.680 0.000000 269.490 62.650 0.000000 273.800 62.640 0.000000 278.110 62.630 0.000000 --------------------------------------------------------------------- Name: XA3710B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 63.630 0.000000 7.810 63.750 0.000000 12.310 63.910 0.000000 16.800 63.950 0.000000 30.270 63.440 0.000000 34.960 63.290 0.000000 49.060 63.330 0.000000 53.750 63.310 0.000000 58.450 63.230 0.000000 67.840 63.150 0.000000 72.530 63.190 0.000000 77.230 63.080 0.000000 91.320 63.080 0.000000 96.020 63.140 0.000000 100.710 63.040 0.000000 105.410 62.790 0.000000 --------------------------------------------------------------------- Name: XA3710D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.790 0.000000 57.470 63.000 0.000000 134.950 63.200 0.000000 217.050 63.000 0.000000 260.620 62.970 0.000000 265.520 63.220 0.000000 270.400 63.320 0.000000 275.300 63.230 0.000000 280.210 63.160 0.000000 285.110 63.190 0.000000 --------------------------------------------------------------------- Name: XA3720B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 55.440 0.000000 4.850 55.440 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1230 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 9.710 55.390 0.000000 19.410 55.390 0.000000 24.270 55.440 0.000000 29.120 55.460 0.000000 33.970 55.440 0.000000 38.910 55.460 0.000000 43.760 55.570 0.000000 48.610 55.350 0.000000 58.320 55.360 0.000000 63.170 55.290 0.000000 68.030 55.370 0.000000 72.880 55.360 0.000000 82.590 55.410 0.000000 87.440 55.530 0.000000 97.140 55.560 0.000000 102.000 55.650 0.000000 106.930 55.600 0.000000 111.790 55.380 0.000000 121.490 55.460 0.000000 131.200 55.470 0.000000 136.050 55.510 0.000000 140.910 55.410 0.000000 145.590 55.430 0.000000 154.880 55.310 0.000000 159.560 55.410 0.000000 164.170 55.410 0.000000 168.850 55.280 0.000000 173.540 55.370 0.000000 178.220 55.280 0.000000 182.830 55.090 0.000000 187.510 55.230 0.000000 192.200 55.000 0.000000 196.800 54.930 0.000000 201.480 55.100 0.000000 206.420 55.250 0.000000 211.360 55.300 0.000000 216.290 55.210 0.000000 221.230 55.080 0.000000 226.250 55.040 0.000000 231.190 54.890 0.000000 236.130 54.910 0.000000 241.060 54.990 0.000000 250.940 54.980 0.000000 255.870 54.940 0.000000 265.830 54.670 0.000000 280.640 54.570 0.000000 285.580 54.620 0.000000 290.510 54.610 0.000000 295.450 54.530 0.000000 300.300 54.490 0.000000 310.090 54.630 0.000000 314.950 54.630 0.000000 319.800 54.570 0.000000 324.650 54.550 0.000000 334.360 54.740 0.000000 339.210 54.890 0.000000 344.060 54.920 0.000000 348.920 54.890 0.000000 353.770 54.740 0.000000 358.710 54.700 0.000000 368.410 54.570 0.000000 373.270 54.610 0.000000 378.120 54.550 0.000000 382.390 54.670 0.000000 386.650 54.670 0.000000 395.100 54.830 0.000000 399.620 54.760 0.000000 402.220 54.840 0.000000 404.810 54.850 0.000000 408.320 54.800 0.000000 411.840 54.710 0.000000 415.350 54.690 0.000000 418.700 54.760 0.000000 424.720 54.630 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1231 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 427.740 54.610 0.000000 430.830 54.550 0.000000 444.470 54.700 0.000000 453.760 54.630 0.000000 461.710 54.450 0.000000 470.330 53.900 0.000000 474.590 53.860 0.000000 487.980 53.610 0.000000 497.020 53.270 0.000000 501.620 53.160 0.000000 519.780 52.860 0.000000 523.880 52.890 0.000000 528.060 52.780 0.000000 532.240 52.780 0.000000 540.530 52.640 0.000000 544.710 52.530 0.000000 549.560 52.470 0.000000 554.500 52.410 0.000000 569.650 52.320 0.000000 573.490 52.200 0.000000 577.340 52.170 0.000000 581.190 52.180 0.000000 586.130 52.110 0.000000 595.920 52.050 0.000000 600.770 52.160 0.000000 605.710 52.170 0.000000 615.500 52.310 0.000000 620.440 52.340 0.000000 624.450 52.280 0.000000 628.380 52.290 0.000000 633.240 52.420 0.000000 638.010 52.340 0.000000 642.860 52.220 0.000000 647.710 52.320 0.000000 652.480 52.260 0.000000 657.340 52.330 0.000000 662.100 52.370 0.000000 666.960 52.510 0.000000 671.730 52.480 0.000000 675.990 52.510 0.000000 680.260 52.450 0.000000 686.200 52.420 0.000000 693.820 52.480 0.000000 707.960 52.530 0.000000 722.010 52.720 0.000000 726.700 52.860 0.000000 731.470 52.770 0.000000 736.160 52.730 0.000000 740.840 52.730 0.000000 754.480 52.890 0.000000 763.430 53.050 0.000000 767.950 53.070 0.000000 772.800 52.960 0.000000 782.510 53.180 0.000000 792.220 53.070 0.000000 801.920 53.110 0.000000 806.780 53.110 0.000000 811.630 53.220 0.000000 821.330 53.340 0.000000 832.630 53.270 0.000000 836.730 53.280 0.000000 --------------------------------------------------------------------- Name: XA3730B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.320 0.000000 8.250 56.280 0.000000 12.350 56.180 0.000000 16.440 56.180 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1232 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.400 56.110 0.000000 42.960 56.130 0.000000 51.470 56.020 0.000000 59.410 55.990 0.000000 62.560 56.080 0.000000 65.770 56.100 0.000000 75.220 55.850 0.000000 79.940 55.770 0.000000 88.010 55.770 0.000000 92.360 55.820 0.000000 96.390 55.800 0.000000 103.630 55.720 0.000000 106.660 55.650 0.000000 115.410 55.960 0.000000 119.570 55.940 0.000000 123.670 55.740 0.000000 130.340 55.730 0.000000 134.370 55.650 0.000000 138.410 55.700 0.000000 142.500 55.620 0.000000 146.660 55.570 0.000000 150.690 55.570 0.000000 158.880 55.460 0.000000 163.610 55.550 0.000000 168.390 55.670 0.000000 173.180 55.580 0.000000 177.970 55.550 0.000000 182.760 55.590 0.000000 195.610 55.530 0.000000 200.460 55.350 0.000000 205.310 55.300 0.000000 208.960 55.330 0.000000 212.560 55.450 0.000000 216.210 55.780 0.000000 220.050 55.720 0.000000 223.330 55.560 0.000000 226.600 55.480 0.000000 236.490 55.300 0.000000 246.320 55.210 0.000000 251.300 55.540 0.000000 255.330 55.580 0.000000 271.520 55.230 0.000000 274.550 55.300 0.000000 277.510 55.330 0.000000 281.660 55.300 0.000000 285.760 55.210 0.000000 289.920 55.200 0.000000 294.010 55.300 0.000000 297.790 55.590 0.000000 302.080 55.600 0.000000 310.640 55.430 0.000000 320.220 55.190 0.000000 329.790 55.150 0.000000 334.580 55.040 0.000000 339.430 55.100 0.000000 344.220 55.040 0.000000 353.800 54.990 0.000000 363.370 55.010 0.000000 368.160 54.980 0.000000 373.010 55.010 0.000000 387.370 54.940 0.000000 400.980 54.920 0.000000 405.460 54.880 0.000000 409.240 54.890 0.000000 417.550 54.870 0.000000 422.090 54.900 0.000000 426.560 54.840 0.000000 431.100 54.850 0.000000 435.630 54.810 0.000000 444.640 54.830 0.000000 453.710 54.830 0.000000 462.340 54.790 0.000000 474.500 54.790 0.000000 482.190 54.770 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1233 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 486.030 54.720 0.000000 489.810 54.770 0.000000 493.530 54.740 0.000000 498.000 54.770 0.000000 509.090 54.730 0.000000 513.690 54.760 0.000000 518.350 54.720 0.000000 527.610 54.770 0.000000 535.670 54.690 0.000000 539.070 54.690 0.000000 544.870 54.780 0.000000 548.710 54.820 0.000000 552.680 54.770 0.000000 556.780 54.660 0.000000 565.030 54.220 0.000000 568.240 53.970 0.000000 570.950 53.830 0.000000 577.440 53.340 0.000000 581.030 53.280 0.000000 584.620 53.290 0.000000 588.210 53.380 0.000000 591.550 53.540 0.000000 594.890 53.620 0.000000 598.230 53.600 0.000000 602.070 53.220 0.000000 605.980 53.050 0.000000 610.260 53.110 0.000000 618.580 53.170 0.000000 625.760 53.190 0.000000 629.980 53.280 0.000000 --------------------------------------------------------------------- Name: XA3730C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.280 0.000000 3.380 53.370 0.000000 8.570 53.330 0.000000 18.330 53.440 0.000000 23.210 53.460 0.000000 26.760 53.510 0.000000 30.140 53.480 0.000000 34.490 53.480 0.000000 59.940 53.940 0.000000 73.090 54.110 0.000000 77.470 54.230 0.000000 86.490 54.390 0.000000 89.080 54.400 0.000000 98.940 54.730 0.000000 103.890 54.610 0.000000 108.810 54.700 0.000000 113.600 54.830 0.000000 117.620 54.870 0.000000 121.630 54.850 0.000000 125.420 55.020 0.000000 133.510 55.110 0.000000 142.280 55.070 0.000000 145.290 55.120 0.000000 154.230 55.120 0.000000 168.250 55.450 0.000000 173.210 55.600 0.000000 178.190 55.890 0.000000 188.140 56.660 0.000000 193.100 56.820 0.000000 --------------------------------------------------------------------- Name: XA3740B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1234 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.820 0.000000 4.220 56.750 0.000000 7.720 56.610 0.000000 11.620 56.420 0.000000 16.160 56.340 0.000000 19.180 56.430 0.000000 26.980 56.050 0.000000 34.780 56.070 0.000000 39.710 56.050 0.000000 44.570 56.090 0.000000 49.500 56.290 0.000000 54.360 56.270 0.000000 64.150 56.140 0.000000 73.940 56.190 0.000000 78.790 56.330 0.000000 83.650 56.500 0.000000 88.580 56.500 0.000000 98.370 56.130 0.000000 108.160 56.010 0.000000 113.010 55.880 0.000000 117.870 55.810 0.000000 127.660 55.850 0.000000 142.300 55.710 0.000000 147.240 55.730 0.000000 150.820 55.840 0.000000 154.640 55.820 0.000000 170.160 55.240 0.000000 178.670 55.180 0.000000 182.330 55.220 0.000000 186.070 55.310 0.000000 188.940 55.430 0.000000 191.800 55.490 0.000000 194.830 55.500 0.000000 198.650 55.570 0.000000 202.550 55.690 0.000000 206.370 55.860 0.000000 210.270 56.090 0.000000 217.990 56.680 0.000000 220.460 56.750 0.000000 223.000 56.680 0.000000 225.470 56.680 0.000000 229.930 56.830 0.000000 232.790 56.770 0.000000 235.580 56.670 0.000000 246.880 56.590 0.000000 253.800 56.640 0.000000 256.910 56.620 0.000000 265.500 56.800 0.000000 268.210 56.820 0.000000 277.120 56.670 0.000000 280.310 56.640 0.000000 283.410 56.650 0.000000 297.020 56.980 0.000000 301.480 57.140 0.000000 305.380 57.180 0.000000 309.280 57.150 0.000000 313.100 57.220 0.000000 317.000 57.150 0.000000 321.130 57.120 0.000000 323.760 57.140 0.000000 332.200 57.280 0.000000 339.600 57.350 0.000000 343.260 57.430 0.000000 349.550 57.610 0.000000 352.090 57.640 0.000000 355.120 57.640 0.000000 358.140 57.590 0.000000 364.590 57.410 0.000000 369.440 57.360 0.000000 374.380 57.360 0.000000 379.230 57.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1235 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 384.170 57.480 0.000000 392.680 57.710 0.000000 396.980 57.870 0.000000 405.500 58.240 0.000000 408.440 58.340 0.000000 411.460 58.350 0.000000 414.010 58.430 0.000000 426.670 58.670 0.000000 429.290 58.690 0.000000 433.510 58.590 0.000000 437.810 58.550 0.000000 442.110 58.560 0.000000 446.320 58.620 0.000000 451.340 58.800 0.000000 456.270 59.090 0.000000 460.570 59.190 0.000000 464.310 59.030 0.000000 471.710 58.640 0.000000 474.660 58.580 0.000000 477.600 58.480 0.000000 481.740 58.420 0.000000 485.880 58.410 0.000000 490.020 58.440 0.000000 494.160 58.520 0.000000 498.290 58.680 0.000000 501.160 58.830 0.000000 507.530 58.890 0.000000 510.950 58.850 0.000000 515.480 58.920 0.000000 520.100 58.870 0.000000 529.170 58.670 0.000000 533.790 58.650 0.000000 538.330 58.700 0.000000 547.480 58.920 0.000000 557.900 59.240 0.000000 563.320 59.380 0.000000 566.180 59.380 0.000000 568.970 59.300 0.000000 576.130 59.160 0.000000 579.950 59.130 0.000000 584.650 58.970 0.000000 589.340 58.870 0.000000 594.040 58.840 0.000000 598.970 58.870 0.000000 608.920 59.010 0.000000 623.880 59.330 0.000000 628.820 59.450 0.000000 633.830 59.620 0.000000 638.770 59.840 0.000000 643.780 60.010 0.000000 648.710 59.980 0.000000 653.730 59.900 0.000000 658.660 59.860 0.000000 663.600 59.860 0.000000 668.450 59.890 0.000000 673.310 59.990 0.000000 675.770 59.990 0.000000 681.660 60.140 0.000000 686.600 60.100 0.000000 695.910 59.900 0.000000 700.520 59.850 0.000000 705.140 59.850 0.000000 709.840 59.890 0.000000 714.450 59.990 0.000000 719.070 60.130 0.000000 723.760 60.220 0.000000 727.900 60.280 0.000000 732.040 60.310 0.000000 741.190 60.160 0.000000 750.190 60.160 0.000000 768.010 60.250 0.000000 795.870 60.460 0.000000 --------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1236 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: XA3750A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.880 0.000000 8.410 58.000 0.000000 12.620 57.920 0.000000 20.820 57.990 0.000000 24.850 57.940 0.000000 32.880 57.800 0.000000 36.840 57.800 0.000000 44.730 57.750 0.000000 48.690 57.810 0.000000 56.720 57.850 0.000000 60.750 57.700 0.000000 64.740 57.670 0.000000 77.330 57.600 0.000000 81.540 57.610 0.000000 114.030 57.600 0.000000 123.140 57.640 0.000000 127.390 57.750 0.000000 131.590 57.780 0.000000 183.680 57.620 0.000000 193.110 57.870 0.000000 197.700 57.830 0.000000 202.300 57.860 0.000000 206.890 57.790 0.000000 211.480 57.700 0.000000 216.070 57.680 0.000000 220.880 57.700 0.000000 230.440 57.630 0.000000 259.150 57.840 0.000000 263.960 57.750 0.000000 287.970 57.660 0.000000 292.770 57.820 0.000000 297.570 57.770 0.000000 307.210 57.210 0.000000 312.020 57.030 0.000000 316.850 56.970 0.000000 326.460 57.300 0.000000 331.300 57.270 0.000000 336.100 57.360 0.000000 340.900 57.490 0.000000 345.740 57.510 0.000000 400.000 57.470 0.000000 --------------------------------------------------------------------- Name: XA3750B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.470 0.000000 3.980 57.410 0.000000 11.990 57.180 0.000000 16.510 57.380 0.000000 26.140 57.470 0.000000 30.980 57.430 0.000000 40.800 57.250 0.000000 45.750 57.270 0.000000 50.740 57.420 0.000000 55.730 57.530 0.000000 60.720 57.520 0.000000 70.690 57.360 0.000000 80.670 57.320 0.000000 85.660 57.390 0.000000 90.650 57.550 0.000000 95.640 57.560 0.000000 105.610 57.440 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1237 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 110.600 57.450 0.000000 115.590 57.510 0.000000 120.580 57.600 0.000000 135.550 58.100 0.000000 140.530 58.180 0.000000 145.520 58.150 0.000000 155.500 57.660 0.000000 170.390 57.480 0.000000 175.260 57.460 0.000000 180.170 57.480 0.000000 190.000 57.840 0.000000 199.470 57.670 0.000000 209.060 57.550 0.000000 214.050 57.400 0.000000 219.040 57.450 0.000000 224.030 57.200 0.000000 232.070 57.190 0.000000 241.430 57.020 0.000000 246.420 57.050 0.000000 256.360 57.230 0.000000 261.310 57.420 0.000000 266.300 57.650 0.000000 271.250 57.640 0.000000 286.170 57.370 0.000000 291.120 57.380 0.000000 296.110 57.530 0.000000 302.220 57.780 0.000000 304.430 57.830 0.000000 312.350 58.140 0.000000 324.920 58.560 0.000000 329.600 58.750 0.000000 334.320 58.860 0.000000 337.530 58.900 0.000000 341.780 59.010 0.000000 345.460 59.130 0.000000 349.710 59.310 0.000000 353.380 59.400 0.000000 357.680 59.540 0.000000 371.520 59.860 0.000000 382.740 60.180 0.000000 386.720 60.220 0.000000 --------------------------------------------------------------------- Name: XA3760C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.620 0.000000 8.540 60.530 0.000000 17.080 60.480 0.000000 25.240 60.490 0.000000 33.000 60.530 0.000000 35.590 60.520 0.000000 52.130 60.300 0.000000 59.600 60.280 0.000000 66.900 60.350 0.000000 77.660 59.960 0.000000 84.800 59.760 0.000000 89.440 59.660 0.000000 98.720 59.570 0.000000 103.350 59.560 0.000000 116.080 59.630 0.000000 124.210 59.640 0.000000 137.220 59.600 0.000000 146.450 59.520 0.000000 155.730 59.490 0.000000 164.960 59.500 0.000000 173.750 59.410 0.000000 182.080 59.370 0.000000 186.840 59.390 0.000000 191.600 59.350 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1238 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 196.360 59.270 0.000000 201.130 59.330 0.000000 205.890 59.350 0.000000 210.610 59.260 0.000000 215.370 59.310 0.000000 220.130 59.250 0.000000 229.650 59.240 0.000000 234.410 59.150 0.000000 239.340 59.130 0.000000 244.220 59.130 0.000000 253.130 59.070 0.000000 259.250 59.090 0.000000 265.360 59.020 0.000000 268.520 59.070 0.000000 272.710 59.060 0.000000 281.990 58.930 0.000000 291.300 58.970 0.000000 295.980 58.890 0.000000 305.260 58.930 0.000000 309.940 58.780 0.000000 314.580 58.790 0.000000 319.210 58.850 0.000000 323.890 58.800 0.000000 342.360 58.760 0.000000 346.960 58.730 0.000000 351.600 58.670 0.000000 356.200 58.780 0.000000 360.790 58.790 0.000000 366.130 58.690 0.000000 369.040 58.730 0.000000 372.000 58.690 0.000000 375.450 58.720 0.000000 382.140 58.600 0.000000 386.860 58.680 0.000000 391.580 58.590 0.000000 396.300 58.540 0.000000 401.020 58.540 0.000000 410.460 58.430 0.000000 --------------------------------------------------------------------- Name: XA3780B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.840 0.000000 4.690 59.870 0.000000 9.420 59.810 0.000000 13.340 59.600 0.000000 17.260 59.590 0.000000 25.960 59.360 0.000000 30.740 59.280 0.000000 35.470 59.240 0.000000 40.260 59.360 0.000000 45.230 59.570 0.000000 55.120 59.920 0.000000 60.530 60.040 0.000000 65.690 60.060 0.000000 74.440 60.550 0.000000 83.190 60.730 0.000000 85.630 60.850 0.000000 89.640 61.100 0.000000 97.200 61.530 0.000000 109.870 62.050 0.000000 114.070 62.190 0.000000 121.820 62.440 0.000000 136.020 62.570 0.000000 141.940 62.540 0.000000 157.670 62.370 0.000000 170.440 62.320 0.000000 177.800 62.360 0.000000 188.030 62.520 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1239 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 205.630 62.240 0.000000 217.630 62.120 0.000000 221.310 62.170 0.000000 230.100 62.440 0.000000 232.540 62.460 0.000000 237.040 62.400 0.000000 246.070 62.400 0.000000 266.300 62.300 0.000000 278.820 62.280 0.000000 299.140 62.310 0.000000 312.290 62.230 0.000000 316.880 62.160 0.000000 330.360 62.220 0.000000 343.990 62.190 0.000000 362.200 62.290 0.000000 375.780 62.310 0.000000 395.520 62.390 0.000000 407.810 62.500 0.000000 421.250 62.560 0.000000 429.710 62.420 0.000000 434.110 62.400 0.000000 437.360 62.420 0.000000 443.620 62.360 0.000000 449.260 62.440 0.000000 454.090 62.450 0.000000 473.310 62.400 0.000000 478.090 62.340 0.000000 --------------------------------------------------------------------- Name: XA3780C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.620 0.000000 3.800 60.660 0.000000 7.600 60.640 0.000000 10.810 60.710 0.000000 14.010 60.610 0.000000 21.600 60.090 0.000000 25.390 59.950 0.000000 29.200 59.920 0.000000 33.300 59.780 0.000000 38.610 59.510 0.000000 43.250 59.450 0.000000 47.900 59.480 0.000000 57.180 59.710 0.000000 71.110 59.900 0.000000 74.050 59.860 0.000000 89.630 59.820 0.000000 98.110 59.810 0.000000 107.100 59.840 0.000000 --------------------------------------------------------------------- Name: XA3790C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.900 0.000000 4.220 60.780 0.000000 8.450 60.440 0.000000 11.640 60.410 0.000000 14.830 60.340 0.000000 19.490 60.300 0.000000 24.150 60.180 0.000000 28.820 60.090 0.000000 33.480 59.980 0.000000 38.140 59.940 0.000000 41.560 59.890 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1240 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 44.090 59.820 0.000000 49.990 59.750 0.000000 54.730 59.610 0.000000 57.250 59.560 0.000000 59.770 59.550 0.000000 63.980 59.470 0.000000 68.190 59.670 0.000000 72.400 59.930 0.000000 --------------------------------------------------------------------- Name: XA3800C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.540 0.000000 4.210 62.480 0.000000 8.190 62.390 0.000000 12.000 62.200 0.000000 15.850 62.080 0.000000 23.470 61.900 0.000000 31.760 61.800 0.000000 39.580 61.770 0.000000 46.910 61.770 0.000000 55.590 61.800 0.000000 69.890 61.750 0.000000 78.770 61.780 0.000000 87.610 62.010 0.000000 92.210 61.890 0.000000 106.610 61.910 0.000000 111.310 61.680 0.000000 114.530 61.670 0.000000 124.400 61.750 0.000000 132.610 61.720 0.000000 136.760 61.740 0.000000 148.490 61.890 0.000000 151.980 61.850 0.000000 154.770 61.860 0.000000 161.350 61.750 0.000000 176.660 61.550 0.000000 184.920 61.480 0.000000 192.210 61.480 0.000000 200.070 61.380 0.000000 203.720 61.410 0.000000 209.930 61.660 0.000000 212.500 61.710 0.000000 216.640 61.760 0.000000 256.020 61.940 0.000000 261.910 61.930 0.000000 272.950 61.880 0.000000 292.280 61.890 0.000000 296.390 61.830 0.000000 301.190 61.850 0.000000 304.840 61.840 0.000000 312.830 61.730 0.000000 328.740 61.650 0.000000 --------------------------------------------------------------------- Name: XA3810B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.640 0.000000 3.200 62.650 0.000000 7.480 62.620 0.000000 11.870 62.650 0.000000 14.470 62.720 0.000000 17.070 62.690 0.000000 23.270 62.880 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1241 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.470 63.000 0.000000 31.780 62.900 0.000000 39.140 62.920 0.000000 41.820 62.990 0.000000 45.340 62.910 0.000000 53.610 62.850 0.000000 58.410 62.870 0.000000 63.170 62.990 0.000000 67.970 62.960 0.000000 82.320 63.030 0.000000 91.880 62.880 0.000000 96.670 62.920 0.000000 101.430 63.030 0.000000 106.230 63.050 0.000000 112.030 62.920 0.000000 116.860 62.700 0.000000 124.980 62.560 0.000000 131.180 62.530 0.000000 138.570 62.620 0.000000 142.250 62.560 0.000000 145.930 62.440 0.000000 154.290 62.100 0.000000 157.960 61.910 0.000000 161.600 61.680 0.000000 164.480 61.620 0.000000 167.360 61.410 0.000000 173.560 61.210 0.000000 176.480 61.250 0.000000 179.350 61.020 0.000000 188.590 60.810 0.000000 192.510 60.810 0.000000 196.470 60.710 0.000000 200.820 60.520 0.000000 205.220 60.500 0.000000 209.580 60.500 0.000000 213.940 60.500 0.000000 218.340 60.500 0.000000 220.820 60.500 0.000000 223.330 60.500 0.000000 229.330 60.500 0.000000 238.330 60.500 0.000000 242.760 60.500 0.000000 247.240 60.500 0.000000 251.680 60.500 0.000000 260.600 60.500 0.000000 265.030 60.500 0.000000 272.750 60.500 0.000000 283.430 60.500 0.000000 286.300 60.500 0.000000 293.260 60.500 0.000000 297.340 60.500 0.000000 301.460 60.500 0.000000 304.780 60.500 0.000000 308.570 60.500 0.000000 312.370 60.500 0.000000 314.490 60.500 0.000000 316.810 60.500 0.000000 320.610 60.500 0.000000 324.450 60.500 0.000000 332.040 60.500 0.000000 334.880 60.500 0.000000 337.720 60.500 0.000000 343.840 60.500 0.000000 347.670 60.500 0.000000 350.630 60.500 0.000000 353.590 60.500 0.000000 357.950 60.500 0.000000 362.270 60.770 0.000000 366.630 60.790 0.000000 370.940 60.700 0.000000 378.140 60.890 0.000000 384.380 60.900 0.000000 392.050 61.090 0.000000 394.290 61.130 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1242 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 397.050 61.110 0.000000 399.810 60.960 0.000000 --------------------------------------------------------------------- Name: XA3810C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.960 0.000000 4.240 60.790 0.000000 8.520 60.440 0.000000 11.360 60.370 0.000000 14.200 60.230 0.000000 18.580 60.130 0.000000 22.960 60.250 0.000000 27.480 61.050 0.000000 32.430 61.250 0.000000 37.370 61.040 0.000000 42.310 60.470 0.000000 47.220 60.050 0.000000 52.160 60.140 0.000000 57.110 60.630 0.000000 59.630 61.010 0.000000 62.160 60.950 0.000000 65.030 61.080 0.000000 71.730 61.290 0.000000 75.370 61.530 0.000000 79.610 61.440 0.000000 83.260 61.470 0.000000 90.620 61.300 0.000000 94.690 61.230 0.000000 98.760 61.240 0.000000 102.790 61.480 0.000000 106.050 61.760 0.000000 109.310 61.960 0.000000 120.350 61.930 0.000000 124.310 62.010 0.000000 131.080 61.970 0.000000 138.720 61.870 0.000000 143.730 61.510 0.000000 148.710 61.200 0.000000 153.620 61.110 0.000000 158.490 60.980 0.000000 168.310 60.670 0.000000 173.180 60.590 0.000000 178.090 60.680 0.000000 182.960 60.890 0.000000 187.870 60.930 0.000000 192.780 60.710 0.000000 197.650 60.690 0.000000 207.470 60.720 0.000000 212.340 60.760 0.000000 217.250 60.640 0.000000 222.120 60.570 0.000000 231.940 60.560 0.000000 236.810 60.530 0.000000 241.720 60.550 0.000000 246.590 60.500 0.000000 251.500 60.560 0.000000 256.410 60.560 0.000000 261.280 60.640 0.000000 266.190 60.620 0.000000 275.970 60.670 0.000000 280.180 60.720 0.000000 284.380 60.980 0.000000 288.590 61.120 0.000000 295.670 61.150 0.000000 299.700 61.220 0.000000 304.260 61.420 0.000000 308.820 61.490 0.000000 313.440 61.470 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1243 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 318.110 61.490 0.000000 322.730 61.220 0.000000 327.360 61.170 0.000000 332.020 61.250 0.000000 341.280 61.160 0.000000 350.570 61.140 0.000000 --------------------------------------------------------------------- Name: XA3820B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.470 0.000000 4.300 62.390 0.000000 8.620 62.360 0.000000 12.920 62.410 0.000000 21.510 62.400 0.000000 25.830 62.350 0.000000 30.680 62.230 0.000000 35.530 62.160 0.000000 45.230 62.110 0.000000 50.080 62.130 0.000000 59.810 62.400 0.000000 64.660 62.350 0.000000 69.090 62.190 0.000000 73.520 61.970 0.000000 82.820 60.910 0.000000 87.690 60.330 0.000000 181.170 60.690 0.000000 190.220 60.960 0.000000 --------------------------------------------------------------------- Name: XA3830B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 61.030 0.000000 4.900 61.960 0.000000 16.400 65.460 0.000000 20.500 65.900 0.000000 24.400 65.560 0.000000 28.500 64.720 0.000000 32.900 63.340 0.000000 37.800 62.630 0.000000 42.700 59.010 0.000000 47.700 54.390 0.000000 51.500 52.380 0.000000 55.300 51.560 0.000000 59.200 51.210 0.000000 88.500 51.450 0.000000 99.200 51.260 0.000000 113.400 51.490 0.000000 158.100 51.360 0.000000 173.100 50.890 0.000000 214.500 51.010 0.000000 221.600 51.200 0.000000 226.300 57.190 0.000000 230.900 59.340 0.000000 234.500 59.280 0.000000 238.300 56.820 0.000000 242.700 55.500 0.000000 246.000 59.310 0.000000 253.900 59.850 0.000000 258.600 60.780 0.000000 272.600 64.250 0.000000 275.300 66.130 0.000000 279.400 66.810 0.000000 283.500 65.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1244 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 287.600 62.250 0.000000 291.200 62.650 0.000000 294.500 62.280 0.000000 298.300 54.160 0.000000 302.100 52.170 0.000000 313.400 53.030 0.000000 330.900 53.120 0.000000 364.300 51.390 0.000000 373.900 51.740 0.000000 400.200 51.320 0.000000 404.000 51.060 0.000000 408.700 55.670 0.000000 412.500 55.980 0.000000 420.200 53.120 0.000000 424.000 51.010 0.000000 432.800 50.900 0.000000 440.500 61.390 0.000000 445.100 62.760 0.000000 449.800 63.740 0.000000 459.100 60.530 0.000000 464.000 60.000 0.000000 485.700 59.730 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50.350 0.000000 836.300 50.020 0.000000 844.800 49.750 0.000000 859.300 49.920 0.000000 891.100 49.340 0.000000 902.600 48.910 0.000000 953.800 50.160 0.000000 985.900 50.520 0.000000 990.500 57.060 0.000000 995.200 60.670 0.000000 1004.200 62.780 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1245 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1007.800 63.080 0.000000 1011.600 63.830 0.000000 1015.700 63.800 0.000000 1023.700 62.960 0.000000 1027.800 61.780 0.000000 1035.700 60.230 0.000000 1051.600 60.090 0.000000 1055.700 59.040 0.000000 1059.000 58.830 0.000000 1063.400 56.320 0.000000 1067.800 55.490 0.000000 1071.100 58.360 0.000000 1074.400 63.030 0.000000 1080.100 63.000 0.000000 1086.400 62.180 0.000000 1090.000 62.160 0.000000 1094.900 61.620 0.000000 1099.800 59.780 0.000000 1103.100 55.010 0.000000 1108.100 51.270 0.000000 1117.900 51.200 0.000000 1137.400 51.840 0.000000 1154.300 51.250 0.000000 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1741.400 51.890 0.000000 1753.400 51.140 0.000000 1774.000 51.130 0.000000 1791.200 51.570 0.000000 1806.600 51.620 0.000000 1830.700 52.670 0.000000 1859.700 52.180 0.000000 1879.200 52.130 0.000000 1890.400 52.480 0.000000 1893.100 52.040 0.000000 1896.700 51.830 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1246 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1912.600 51.840 0.000000 1920.300 52.070 0.000000 1929.300 52.680 0.000000 1949.300 53.270 0.000000 1968.700 54.630 0.000000 1990.700 53.880 0.000000 2001.900 54.160 0.000000 2009.600 55.570 0.000000 2019.400 55.140 0.000000 2023.800 54.500 0.000000 2036.100 55.040 0.000000 2055.300 54.960 0.000000 2066.000 54.650 0.000000 2077.500 54.920 0.000000 2084.900 54.820 0.000000 2105.400 55.810 0.000000 2132.600 55.730 0.000000 2136.100 56.820 0.000000 2143.800 55.460 0.000000 2163.500 55.660 0.000000 2172.500 55.520 0.000000 2175.000 55.740 0.000000 2177.800 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66.410 0.000000 2594.400 63.480 0.000000 2599.100 57.290 0.000000 2685.600 57.550 0.000000 2715.800 58.000 0.000000 2732.500 58.610 0.000000 2739.300 58.440 0.000000 --------------------------------------------------------------------- Name: XA3850B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1247 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.340 0.000000 3.930 58.540 0.000000 7.830 58.160 0.000000 11.750 58.090 0.000000 16.810 58.120 0.000000 25.080 58.220 0.000000 42.600 58.620 0.000000 51.770 58.540 0.000000 57.600 58.530 0.000000 63.760 58.560 0.000000 76.910 58.380 0.000000 81.260 58.390 0.000000 85.600 58.500 0.000000 89.950 58.430 0.000000 94.270 58.300 0.000000 98.620 58.410 0.000000 103.420 58.350 0.000000 108.210 58.410 0.000000 112.980 58.340 0.000000 117.780 58.310 0.000000 122.570 58.340 0.000000 136.930 58.340 0.000000 146.490 58.480 0.000000 151.290 58.500 0.000000 156.090 58.440 0.000000 160.850 58.330 0.000000 165.040 58.130 0.000000 169.230 58.260 0.000000 184.860 58.030 0.000000 187.810 58.100 0.000000 195.320 58.400 0.000000 200.090 58.400 0.000000 203.880 58.260 0.000000 208.470 58.260 0.000000 213.050 58.150 0.000000 216.080 58.120 0.000000 219.110 58.140 0.000000 228.310 57.920 0.000000 232.070 57.860 0.000000 235.840 57.830 0.000000 247.570 57.970 0.000000 251.540 58.060 0.000000 255.520 58.210 0.000000 259.500 58.320 0.000000 263.480 58.380 0.000000 --------------------------------------------------------------------- Name: XA3880B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 61.350 0.000000 9.890 61.470 0.000000 14.870 61.570 0.000000 24.760 61.720 0.000000 34.650 61.790 0.000000 44.540 61.970 0.000000 49.450 62.090 0.000000 54.430 62.170 0.000000 59.330 62.140 0.000000 64.320 62.150 0.000000 69.220 62.360 0.000000 74.200 62.470 0.000000 81.460 62.460 0.000000 85.120 62.530 0.000000 89.590 62.460 0.000000 94.060 62.310 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1248 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 98.520 62.190 0.000000 102.990 62.100 0.000000 116.400 61.940 0.000000 120.870 62.250 0.000000 126.140 62.240 0.000000 129.880 62.410 0.000000 133.680 62.690 0.000000 136.830 62.850 0.000000 143.940 63.130 0.000000 148.770 63.020 0.000000 158.520 63.020 0.000000 162.990 63.050 0.000000 166.870 63.000 0.000000 170.750 63.030 0.000000 178.440 63.030 0.000000 182.840 63.080 0.000000 186.650 63.160 0.000000 203.710 63.220 0.000000 207.600 63.340 0.000000 211.480 63.520 0.000000 215.360 63.750 0.000000 221.370 64.160 0.000000 224.370 64.280 0.000000 227.370 64.270 0.000000 232.210 64.070 0.000000 239.680 64.140 0.000000 243.490 64.140 0.000000 247.740 64.220 0.000000 251.990 64.370 0.000000 256.090 64.660 0.000000 260.260 65.070 0.000000 264.370 65.570 0.000000 268.540 65.990 0.000000 276.530 66.470 0.000000 279.750 66.530 0.000000 283.920 66.310 0.000000 288.470 66.010 0.000000 293.010 65.890 0.000000 300.770 66.040 0.000000 304.140 66.070 0.000000 306.930 66.050 0.000000 309.710 66.090 0.000000 317.910 66.780 0.000000 321.210 67.090 0.000000 325.750 67.330 0.000000 328.970 67.430 0.000000 333.440 67.380 0.000000 337.250 67.260 0.000000 345.020 66.820 0.000000 348.900 66.530 0.000000 352.270 66.240 0.000000 356.370 65.790 0.000000 360.470 65.400 0.000000 364.580 65.190 0.000000 367.580 65.260 0.000000 379.960 65.280 0.000000 383.180 65.120 0.000000 387.800 64.820 0.000000 392.410 64.700 0.000000 396.950 64.660 0.000000 406.330 64.820 0.000000 411.090 64.770 0.000000 415.780 64.810 0.000000 420.540 64.780 0.000000 427.860 64.800 0.000000 432.550 64.960 0.000000 437.240 65.300 0.000000 447.420 65.440 0.000000 451.310 65.520 0.000000 455.110 65.740 0.000000 466.690 66.520 0.000000 468.890 66.630 0.000000 471.520 66.410 0.000000 475.260 66.180 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1249 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 478.990 66.000 0.000000 483.100 65.890 0.000000 490.500 65.910 0.000000 494.670 65.950 0.000000 498.850 66.070 0.000000 502.870 66.160 0.000000 512.100 66.520 0.000000 514.520 66.580 0.000000 519.360 66.490 0.000000 531.220 66.400 0.000000 538.700 66.240 0.000000 543.380 66.210 0.000000 552.980 66.290 0.000000 555.980 66.300 0.000000 560.600 66.200 0.000000 564.260 65.940 0.000000 568.000 65.740 0.000000 572.830 65.740 0.000000 583.960 66.040 0.000000 588.730 66.310 0.000000 593.340 66.500 0.000000 597.590 66.620 0.000000 600.740 66.750 0.000000 616.420 67.110 0.000000 620.810 67.180 0.000000 628.280 67.150 0.000000 630.990 67.170 0.000000 643.520 67.060 0.000000 648.430 66.920 0.000000 653.110 66.560 0.000000 657.000 66.380 0.000000 665.490 66.220 0.000000 667.980 66.220 0.000000 671.720 66.140 0.000000 675.460 66.110 0.000000 683.810 66.130 0.000000 688.350 66.190 0.000000 692.890 66.300 0.000000 701.970 66.350 0.000000 706.520 66.350 0.000000 715.600 66.430 0.000000 720.140 66.420 0.000000 723.580 66.500 0.000000 726.950 66.530 0.000000 730.400 66.440 0.000000 732.520 66.300 0.000000 --------------------------------------------------------------------- Name: XA3880C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.970 0.000000 4.970 60.960 0.000000 9.950 60.830 0.000000 14.920 60.610 0.000000 19.900 60.370 0.000000 24.870 60.100 0.000000 29.850 59.700 0.000000 34.820 59.300 0.000000 39.800 58.820 0.000000 44.770 58.500 0.000000 49.750 58.600 0.000000 54.720 58.670 0.000000 59.700 58.690 0.000000 64.670 58.620 0.000000 69.650 58.400 0.000000 74.620 58.600 0.000000 79.600 59.260 0.000000 84.570 59.710 0.000000 89.540 59.990 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1250 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 94.520 60.250 0.000000 99.490 60.480 0.000000 104.470 60.550 0.000000 109.440 60.530 0.000000 114.420 60.570 0.000000 119.390 60.620 0.000000 124.370 60.670 0.000000 129.340 60.710 0.000000 134.320 60.750 0.000000 139.290 60.780 0.000000 144.270 60.800 0.000000 149.240 60.820 0.000000 154.220 60.800 0.000000 159.190 60.760 0.000000 164.170 60.790 0.000000 169.140 60.880 0.000000 174.120 60.850 0.000000 179.090 60.750 0.000000 184.030 60.670 0.000000 189.000 60.670 0.000000 193.980 60.750 0.000000 198.950 60.720 0.000000 203.930 60.580 0.000000 208.900 60.570 0.000000 213.880 60.520 0.000000 218.850 60.530 0.000000 223.830 60.600 0.000000 228.800 60.550 0.000000 233.780 60.550 0.000000 238.750 60.540 0.000000 243.730 60.520 0.000000 248.700 60.510 0.000000 253.670 60.500 0.000000 258.650 60.500 0.000000 263.620 60.530 0.000000 268.600 60.490 0.000000 273.570 60.430 0.000000 278.550 60.300 0.000000 283.520 60.180 0.000000 288.500 60.100 0.000000 293.470 60.040 0.000000 298.450 59.850 0.000000 303.420 59.490 0.000000 308.400 59.680 0.000000 313.370 59.740 0.000000 318.350 59.840 0.000000 323.320 59.720 0.000000 328.300 59.480 0.000000 333.270 59.630 0.000000 338.240 59.950 0.000000 343.220 60.120 0.000000 348.190 60.300 0.000000 353.170 60.460 0.000000 358.140 60.580 0.000000 363.120 60.650 0.000000 --------------------------------------------------------------------- Name: XA3920B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.800 0.000000 4.080 58.780 0.000000 12.240 58.890 0.000000 16.140 59.010 0.000000 20.040 59.180 0.000000 24.370 59.190 0.000000 28.690 59.010 0.000000 63.340 58.510 0.000000 67.600 58.470 0.000000 76.120 58.490 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1251 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 80.380 59.010 0.000000 86.540 59.530 0.000000 89.640 59.730 0.000000 93.990 59.950 0.000000 105.530 60.190 0.000000 109.610 60.370 0.000000 117.770 60.910 0.000000 124.430 61.230 0.000000 126.980 61.160 0.000000 130.100 61.020 0.000000 134.450 60.710 0.000000 138.640 60.570 0.000000 142.690 60.570 0.000000 178.310 60.830 0.000000 202.450 60.840 0.000000 208.500 60.940 0.000000 212.180 61.030 0.000000 215.830 61.170 0.000000 220.030 61.270 0.000000 224.150 61.310 0.000000 --------------------------------------------------------------------- Name: XA3930B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.800 0.000000 4.830 59.060 0.000000 9.670 59.160 0.000000 14.690 59.020 0.000000 19.520 58.990 0.000000 24.360 58.840 0.000000 39.050 58.520 0.000000 48.710 58.410 0.000000 53.550 58.440 0.000000 58.570 58.570 0.000000 61.470 58.580 0.000000 64.370 58.630 0.000000 69.010 58.600 0.000000 72.490 58.760 0.000000 75.970 58.770 0.000000 80.030 58.840 0.000000 83.900 58.840 0.000000 87.950 58.920 0.000000 100.330 59.050 0.000000 104.390 59.080 0.000000 112.120 59.020 0.000000 119.660 59.000 0.000000 123.330 59.070 0.000000 127.580 59.300 0.000000 131.840 59.670 0.000000 140.150 60.680 0.000000 143.820 60.750 0.000000 148.460 60.790 0.000000 152.710 60.900 0.000000 156.770 60.970 0.000000 168.950 60.870 0.000000 176.490 60.880 0.000000 196.400 60.980 0.000000 208.190 60.920 0.000000 216.700 60.960 0.000000 230.620 61.110 0.000000 234.670 61.090 0.000000 239.120 61.030 0.000000 248.400 60.810 0.000000 253.040 60.780 0.000000 262.320 60.770 0.000000 266.960 60.790 0.000000 274.880 60.880 0.000000 278.940 60.860 0.000000 286.480 60.980 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1252 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 315.480 60.960 0.000000 323.790 61.260 0.000000 327.080 61.360 0.000000 347.180 61.570 0.000000 349.690 61.580 0.000000 352.400 61.580 0.000000 371.920 61.400 0.000000 406.330 61.330 0.000000 414.060 61.260 0.000000 423.920 61.230 0.000000 428.750 61.270 0.000000 433.780 61.480 0.000000 437.450 61.580 0.000000 441.320 61.710 0.000000 447.890 61.790 0.000000 452.920 61.990 0.000000 455.620 62.160 0.000000 458.330 62.170 0.000000 465.870 62.110 0.000000 473.800 62.100 0.000000 489.450 62.210 0.000000 497.770 62.330 0.000000 501.820 62.440 0.000000 508.780 62.750 0.000000 511.300 62.690 0.000000 513.620 62.680 0.000000 518.260 62.590 0.000000 525.220 62.640 0.000000 533.330 62.310 0.000000 537.010 62.230 0.000000 541.450 62.280 0.000000 546.090 62.280 0.000000 553.820 62.260 0.000000 558.080 62.220 0.000000 562.330 62.220 0.000000 574.510 62.320 0.000000 582.240 62.410 0.000000 597.710 62.520 0.000000 601.960 62.590 0.000000 606.210 62.620 0.000000 609.690 62.540 0.000000 618.390 62.480 0.000000 621.870 62.520 0.000000 626.700 62.630 0.000000 629.210 62.660 0.000000 641.010 62.560 0.000000 653.960 62.660 0.000000 681.990 62.830 0.000000 695.910 62.960 0.000000 700.540 62.930 0.000000 705.180 63.020 0.000000 709.820 62.990 0.000000 730.120 63.170 0.000000 744.810 63.370 0.000000 753.900 63.480 0.000000 756.600 63.480 0.000000 759.700 63.530 0.000000 767.430 63.550 0.000000 774.970 63.530 0.000000 779.800 63.570 0.000000 791.010 63.790 0.000000 794.300 63.790 0.000000 797.580 63.770 0.000000 802.030 63.820 0.000000 811.890 64.030 0.000000 816.720 64.060 0.000000 828.320 63.810 0.000000 835.860 63.770 0.000000 840.310 63.760 0.000000 855.770 63.790 0.000000 864.280 63.840 0.000000 882.060 64.130 0.000000 892.500 64.120 0.000000 904.100 64.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1253 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 912.410 64.090 0.000000 916.660 63.970 0.000000 919.750 64.020 0.000000 929.810 64.050 0.000000 944.690 63.950 0.000000 956.290 63.910 0.000000 964.410 63.940 0.000000 968.270 64.000 0.000000 972.140 64.110 0.000000 976.390 64.120 0.000000 985.090 63.910 0.000000 989.540 64.000 0.000000 993.600 63.960 0.000000 997.660 64.020 0.000000 1001.910 64.010 0.000000 1005.200 63.940 0.000000 1009.450 63.940 0.000000 1013.120 63.990 0.000000 1016.990 64.100 0.000000 1028.200 64.190 0.000000 1037.480 64.240 0.000000 1049.270 64.210 0.000000 1067.630 64.100 0.000000 1073.050 64.090 0.000000 1077.880 64.100 0.000000 1082.710 64.240 0.000000 1087.550 64.560 0.000000 1092.380 64.960 0.000000 1097.210 65.140 0.000000 1106.680 64.970 0.000000 1111.520 64.930 0.000000 1127.750 64.620 0.000000 1137.030 64.520 0.000000 1148.440 64.540 0.000000 1172.790 64.870 0.000000 1183.810 65.060 0.000000 1192.510 65.130 0.000000 1211.260 65.040 0.000000 1228.270 65.020 0.000000 1232.330 65.060 0.000000 1236.580 65.210 0.000000 1241.610 65.190 0.000000 1257.460 65.240 0.000000 1265.970 65.330 0.000000 1269.640 65.420 0.000000 1277.180 65.650 0.000000 1284.140 65.700 0.000000 1287.620 65.520 0.000000 1294.960 65.300 0.000000 1313.910 64.930 0.000000 1322.030 64.830 0.000000 1325.700 64.830 0.000000 1329.370 64.870 0.000000 1334.400 64.970 0.000000 1338.260 65.010 0.000000 1346.190 64.900 0.000000 1350.440 64.890 0.000000 1354.500 64.950 0.000000 1367.070 65.280 0.000000 1369.770 65.330 0.000000 1372.480 65.360 0.000000 1377.310 65.370 0.000000 1380.790 65.330 0.000000 1388.140 65.190 0.000000 1395.870 65.080 0.000000 1406.890 65.020 0.000000 1417.130 64.920 0.000000 1421.580 64.960 0.000000 1426.030 65.050 0.000000 1439.560 65.220 0.000000 1449.800 65.270 0.000000 1480.920 65.340 0.000000 1501.220 65.300 0.000000 1512.820 65.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1254 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1517.070 65.140 0.000000 1523.650 65.250 0.000000 1533.120 65.020 0.000000 1542.200 65.110 0.000000 1546.460 65.080 0.000000 1550.520 65.120 0.000000 1554.570 65.230 0.000000 1558.830 65.240 0.000000 1570.620 65.080 0.000000 1574.870 65.080 0.000000 1598.070 65.120 0.000000 1622.230 65.210 0.000000 1626.680 65.200 0.000000 1630.930 65.190 0.000000 1635.180 65.140 0.000000 1639.050 65.060 0.000000 1650.650 64.710 0.000000 1654.130 64.640 0.000000 1661.470 64.360 0.000000 1666.110 64.290 0.000000 1670.170 64.180 0.000000 1680.420 64.120 0.000000 1685.250 63.890 0.000000 1690.280 63.880 0.000000 1700.140 64.140 0.000000 1704.970 64.210 0.000000 1709.990 64.230 0.000000 1715.020 64.210 0.000000 1720.050 64.250 0.000000 1724.880 64.240 0.000000 1729.900 64.280 0.000000 1734.930 64.240 0.000000 1739.760 64.300 0.000000 1744.790 64.330 0.000000 1756.190 64.280 0.000000 1760.830 64.320 0.000000 1763.350 64.410 0.000000 1766.050 64.370 0.000000 1781.320 64.350 0.000000 1785.190 64.380 0.000000 1792.920 64.490 0.000000 1795.820 64.500 0.000000 1798.530 64.430 0.000000 1807.030 64.490 0.000000 1810.900 64.540 0.000000 1815.540 64.650 0.000000 1820.180 64.620 0.000000 1823.460 64.550 0.000000 1827.520 64.500 0.000000 1834.290 64.520 0.000000 1843.760 64.580 0.000000 1852.270 64.710 0.000000 1855.940 64.750 0.000000 1874.500 64.670 0.000000 1877.400 64.680 0.000000 1880.300 64.730 0.000000 1896.340 64.730 0.000000 1900.790 64.790 0.000000 1905.430 64.890 0.000000 1914.710 64.750 0.000000 1919.350 64.710 0.000000 1928.430 64.810 0.000000 1933.070 64.810 0.000000 --------------------------------------------------------------------- Name: XA3930C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.210 0.000000 4.760 57.150 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1255 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 14.320 57.180 0.000000 19.130 57.160 0.000000 23.890 57.200 0.000000 33.450 57.120 0.000000 43.010 57.120 0.000000 52.580 57.040 0.000000 62.090 57.040 0.000000 66.900 57.080 0.000000 71.660 57.010 0.000000 81.220 57.000 0.000000 85.840 56.970 0.000000 95.140 57.050 0.000000 102.140 57.010 0.000000 107.800 57.040 0.000000 111.840 57.040 0.000000 120.690 56.920 0.000000 125.450 56.960 0.000000 130.200 56.890 0.000000 139.770 57.030 0.000000 144.530 57.000 0.000000 154.090 57.070 0.000000 158.850 57.020 0.000000 168.410 57.080 0.000000 177.930 57.090 0.000000 187.490 57.170 0.000000 200.560 57.210 0.000000 207.610 57.300 0.000000 211.870 57.210 0.000000 215.380 57.370 0.000000 218.880 57.390 0.000000 222.960 57.620 0.000000 227.000 57.660 0.000000 231.050 57.660 0.000000 234.950 57.740 0.000000 237.560 57.770 0.000000 240.160 57.730 0.000000 244.830 57.840 0.000000 249.500 58.030 0.000000 258.970 57.860 0.000000 263.730 57.690 0.000000 268.530 57.660 0.000000 278.770 57.700 0.000000 293.270 57.510 0.000000 296.060 57.590 0.000000 298.890 57.540 0.000000 311.050 57.630 0.000000 315.230 57.740 0.000000 318.420 57.910 0.000000 324.340 57.910 0.000000 339.290 58.060 0.000000 343.380 57.980 0.000000 347.780 57.860 0.000000 352.310 57.840 0.000000 359.950 57.920 0.000000 363.760 57.790 0.000000 383.970 57.910 0.000000 396.180 57.880 0.000000 400.220 57.810 0.000000 405.110 57.900 0.000000 410.010 58.250 0.000000 414.860 58.190 0.000000 424.600 57.980 0.000000 429.490 57.980 0.000000 434.340 58.070 0.000000 439.240 58.110 0.000000 444.090 58.070 0.000000 448.980 58.070 0.000000 --------------------------------------------------------------------- Name: XA3930D Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1256 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.450 0.000000 4.780 57.410 0.000000 14.340 57.420 0.000000 19.130 57.440 0.000000 23.910 57.490 0.000000 33.470 57.390 0.000000 38.260 57.380 0.000000 52.610 57.400 0.000000 57.390 57.440 0.000000 62.170 57.400 0.000000 66.960 57.420 0.000000 71.740 57.320 0.000000 81.300 57.250 0.000000 86.090 57.270 0.000000 90.870 57.220 0.000000 100.430 57.170 0.000000 105.220 57.210 0.000000 110.000 57.210 0.000000 --------------------------------------------------------------------- Name: XA3940N Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 51.940 0.000000 2.870 51.960 0.000000 5.740 52.030 0.000000 10.530 51.970 0.000000 14.950 51.810 0.000000 19.360 51.560 0.000000 23.790 51.460 0.000000 26.700 51.350 0.000000 29.620 51.310 0.000000 43.750 51.540 0.000000 49.810 51.700 0.000000 53.140 51.730 0.000000 56.480 51.700 0.000000 61.290 51.620 0.000000 80.770 51.630 0.000000 89.810 51.660 0.000000 93.350 51.540 0.000000 96.800 51.610 0.000000 101.040 51.370 0.000000 104.880 51.540 0.000000 --------------------------------------------------------------------- Name: XA3950B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.460 0.000000 9.600 59.400 0.000000 14.500 56.410 0.000000 19.300 51.670 0.000000 24.100 51.830 0.000000 28.900 53.620 0.000000 38.600 53.790 0.000000 43.400 53.370 0.000000 48.300 50.940 0.000000 53.100 51.220 0.000000 58.000 54.850 0.000000 67.800 56.570 0.000000 72.700 60.380 0.000000 77.500 54.900 0.000000 82.200 51.550 0.000000 87.100 51.100 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1257 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 91.900 52.780 0.000000 96.700 56.920 0.000000 101.500 59.760 0.000000 106.300 60.420 0.000000 132.600 60.540 0.000000 144.400 60.330 0.000000 159.400 60.550 0.000000 164.200 60.540 0.000000 169.000 59.680 0.000000 173.700 57.640 0.000000 178.500 57.900 0.000000 183.300 59.840 0.000000 192.800 58.130 0.000000 197.700 58.220 0.000000 202.700 58.790 0.000000 207.600 57.950 0.000000 237.200 57.540 0.000000 242.100 56.560 0.000000 252.000 56.340 0.000000 256.900 57.340 0.000000 261.800 52.130 0.000000 266.700 51.420 0.000000 276.600 51.420 0.000000 286.400 55.560 0.000000 291.400 55.020 0.000000 306.200 57.060 0.000000 316.000 57.310 0.000000 325.900 57.080 0.000000 335.700 57.300 0.000000 350.500 56.830 0.000000 385.000 56.420 0.000000 389.900 57.120 0.000000 394.900 57.420 0.000000 --------------------------------------------------------------------- Name: XA3950C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 52.660 0.000000 7.900 52.530 0.000000 17.600 51.950 0.000000 25.600 52.120 0.000000 29.500 53.540 0.000000 35.500 60.800 0.000000 42.500 60.850 0.000000 66.100 60.690 0.000000 70.900 57.450 0.000000 78.000 56.110 0.000000 80.900 53.420 0.000000 83.900 52.290 0.000000 88.600 51.460 0.000000 93.300 52.310 0.000000 98.100 51.340 0.000000 117.100 51.210 0.000000 121.800 52.530 0.000000 126.600 52.320 0.000000 131.300 51.450 0.000000 134.900 51.130 0.000000 156.300 50.960 0.000000 160.500 51.030 0.000000 164.600 52.270 0.000000 172.900 50.830 0.000000 177.100 50.710 0.000000 180.700 50.770 0.000000 184.300 51.470 0.000000 187.800 55.880 0.000000 191.800 59.010 0.000000 203.600 59.460 0.000000 --------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1258 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: XA3960B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 53.600 0.000000 4.360 53.600 0.000000 8.710 53.600 0.000000 13.070 53.600 0.000000 16.370 53.600 0.000000 19.760 53.600 0.000000 29.680 53.600 0.000000 34.680 53.710 0.000000 39.600 53.870 0.000000 44.600 53.820 0.000000 49.520 53.680 0.000000 54.520 53.600 0.000000 59.440 53.600 0.000000 64.440 53.600 0.000000 69.360 53.600 0.000000 77.270 53.600 0.000000 81.140 53.600 0.000000 85.980 53.600 0.000000 90.740 53.600 0.000000 95.580 53.790 0.000000 100.330 54.220 0.000000 109.930 55.140 0.000000 114.530 55.160 0.000000 117.760 55.100 0.000000 121.790 54.880 0.000000 129.290 54.550 0.000000 133.650 54.600 0.000000 138.000 54.700 0.000000 142.030 54.690 0.000000 145.900 54.720 0.000000 149.780 54.820 0.000000 157.600 54.970 0.000000 161.470 55.110 0.000000 173.090 55.380 0.000000 177.040 55.580 0.000000 185.750 55.930 0.000000 188.890 55.900 0.000000 192.040 55.820 0.000000 211.150 55.800 0.000000 213.740 55.780 0.000000 234.630 55.870 0.000000 247.050 55.870 0.000000 256.970 55.940 0.000000 260.430 56.010 0.000000 267.290 56.200 0.000000 273.420 56.430 0.000000 276.570 56.380 0.000000 279.630 56.290 0.000000 288.100 55.960 0.000000 291.410 55.850 0.000000 297.290 55.760 0.000000 303.420 55.530 0.000000 307.050 55.440 0.000000 311.890 55.380 0.000000 320.120 55.150 0.000000 327.940 54.970 0.000000 336.820 54.630 0.000000 341.170 54.480 0.000000 345.610 54.360 0.000000 350.040 54.300 0.000000 364.240 54.250 0.000000 367.950 54.350 0.000000 374.560 54.590 0.000000 380.930 54.480 0.000000 384.480 54.450 0.000000 392.870 54.270 0.000000 401.180 54.210 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1259 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 405.370 54.130 0.000000 411.820 54.130 0.000000 415.940 54.080 0.000000 419.890 53.980 0.000000 427.790 54.040 0.000000 431.750 53.990 0.000000 436.020 53.900 0.000000 443.840 53.890 0.000000 451.350 53.910 0.000000 454.250 53.950 0.000000 457.070 53.910 0.000000 466.910 53.880 0.000000 471.910 53.800 0.000000 475.300 53.800 0.000000 478.770 53.750 0.000000 480.950 53.770 0.000000 494.500 53.680 0.000000 499.500 53.690 0.000000 502.080 53.730 0.000000 504.740 53.690 0.000000 508.050 53.720 0.000000 515.870 53.730 0.000000 520.470 53.650 0.000000 529.580 53.770 0.000000 533.050 53.860 0.000000 536.440 53.890 0.000000 540.230 54.120 0.000000 544.020 54.220 0.000000 548.620 54.100 0.000000 557.810 54.250 0.000000 562.410 54.550 0.000000 565.630 54.690 0.000000 568.940 54.740 0.000000 579.510 54.420 0.000000 589.510 54.490 0.000000 602.570 54.680 0.000000 605.720 54.670 0.000000 609.110 54.720 0.000000 612.490 54.680 0.000000 622.330 54.470 0.000000 637.090 54.070 0.000000 642.010 54.070 0.000000 655.640 54.300 0.000000 659.520 54.400 0.000000 663.390 54.550 0.000000 666.690 54.610 0.000000 669.520 54.700 0.000000 674.200 54.930 0.000000 685.570 55.340 0.000000 689.280 55.390 0.000000 696.540 55.310 0.000000 708.550 55.250 0.000000 725.900 55.270 0.000000 730.810 55.300 0.000000 735.730 55.360 0.000000 741.860 55.510 0.000000 746.060 55.650 0.000000 758.560 56.140 0.000000 770.740 56.500 0.000000 778.480 56.780 0.000000 790.340 57.300 0.000000 798.080 57.770 0.000000 806.550 57.810 0.000000 --------------------------------------------------------------------- Name: XA3980C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.210 0.000000 4.930 56.210 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1260 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 9.860 56.150 0.000000 26.670 55.810 0.000000 30.370 55.760 0.000000 34.670 55.630 0.000000 38.970 55.590 0.000000 42.530 55.600 0.000000 46.180 55.670 0.000000 51.440 55.670 0.000000 55.280 55.700 0.000000 59.730 55.910 0.000000 64.190 55.890 0.000000 68.650 56.080 0.000000 73.110 56.110 0.000000 88.440 56.410 0.000000 96.230 56.470 0.000000 105.370 56.460 0.000000 --------------------------------------------------------------------- Name: XA3980D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.580 0.000000 5.000 57.510 0.000000 10.010 57.380 0.000000 14.970 57.340 0.000000 24.980 57.340 0.000000 29.990 57.370 0.000000 34.950 57.360 0.000000 44.960 57.220 0.000000 49.960 57.220 0.000000 59.930 57.140 0.000000 79.950 57.080 0.000000 124.910 56.660 0.000000 139.880 56.610 0.000000 154.860 56.390 0.000000 179.840 56.230 0.000000 189.850 56.260 0.000000 204.820 56.230 0.000000 219.800 56.270 0.000000 244.780 56.080 0.000000 249.260 56.070 0.000000 258.150 56.100 0.000000 262.630 56.050 0.000000 270.510 56.030 0.000000 279.500 55.980 0.000000 283.800 55.860 0.000000 288.130 55.830 0.000000 296.720 55.830 0.000000 308.710 55.750 0.000000 315.760 55.740 0.000000 319.420 55.760 0.000000 330.330 56.010 0.000000 334.170 56.050 0.000000 357.700 56.210 0.000000 373.420 56.210 0.000000 --------------------------------------------------------------------- Name: XA3990B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.480 0.000000 13.690 58.310 0.000000 22.640 58.300 0.000000 36.230 58.500 0.000000 41.110 58.520 0.000000 50.900 58.420 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1261 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 55.810 58.420 0.000000 60.690 58.460 0.000000 75.450 58.420 0.000000 90.220 58.210 0.000000 95.130 58.060 0.000000 104.990 58.110 0.000000 109.900 58.070 0.000000 114.850 58.100 0.000000 129.610 58.010 0.000000 139.440 58.010 0.000000 144.380 57.960 0.000000 154.210 58.020 0.000000 159.150 57.990 0.000000 164.060 57.880 0.000000 169.010 57.910 0.000000 173.920 57.970 0.000000 188.690 57.980 0.000000 198.540 57.900 0.000000 203.450 57.930 0.000000 208.400 57.910 0.000000 213.310 57.830 0.000000 218.220 57.790 0.000000 223.170 57.860 0.000000 228.080 57.830 0.000000 232.990 57.870 0.000000 237.940 57.780 0.000000 247.760 57.700 0.000000 262.560 57.800 0.000000 282.240 57.760 0.000000 287.150 57.720 0.000000 297.010 57.530 0.000000 301.920 57.510 0.000000 311.780 57.550 0.000000 316.720 57.680 0.000000 321.630 57.730 0.000000 326.540 57.720 0.000000 331.490 57.670 0.000000 336.400 57.580 0.000000 --------------------------------------------------------------------- Name: XA4000B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.700 0.000000 8.200 58.460 0.000000 16.730 58.510 0.000000 20.400 58.480 0.000000 24.690 58.380 0.000000 28.400 58.440 0.000000 32.110 58.680 0.000000 35.140 58.710 0.000000 38.190 58.670 0.000000 44.670 58.500 0.000000 53.330 58.480 0.000000 57.110 58.600 0.000000 60.900 58.640 0.000000 64.710 58.740 0.000000 68.500 58.710 0.000000 72.910 58.770 0.000000 76.700 58.770 0.000000 80.490 58.800 0.000000 84.300 58.770 0.000000 88.700 58.820 0.000000 92.490 58.800 0.000000 96.300 58.850 0.000000 100.090 58.830 0.000000 104.500 58.850 0.000000 108.270 58.810 0.000000 112.080 58.890 0.000000 115.900 58.850 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1262 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 120.290 58.910 0.000000 124.080 58.840 0.000000 127.870 58.920 0.000000 131.680 58.840 0.000000 135.470 58.840 0.000000 139.860 58.760 0.000000 151.260 58.720 0.000000 159.460 58.620 0.000000 167.360 58.500 0.000000 173.220 58.520 0.000000 176.870 58.430 0.000000 180.500 58.510 0.000000 184.150 58.640 0.000000 188.770 58.690 0.000000 196.190 58.440 0.000000 200.580 58.480 0.000000 --------------------------------------------------------------------- Name: XA4000C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.480 0.000000 12.790 58.750 0.000000 15.320 58.710 0.000000 19.560 58.710 0.000000 33.720 58.860 0.000000 52.340 58.910 0.000000 56.360 58.960 0.000000 60.370 59.080 0.000000 64.200 59.240 0.000000 74.190 59.260 0.000000 79.190 59.220 0.000000 84.180 59.260 0.000000 102.580 59.310 0.000000 106.780 59.340 0.000000 110.610 59.280 0.000000 114.420 59.180 0.000000 118.500 59.160 0.000000 122.590 59.210 0.000000 126.660 59.300 0.000000 141.550 59.470 0.000000 146.040 59.590 0.000000 153.200 59.640 0.000000 157.620 59.610 0.000000 161.640 59.650 0.000000 --------------------------------------------------------------------- Name: XA4000D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.360 0.000000 4.210 58.420 0.000000 8.420 58.380 0.000000 12.630 58.600 0.000000 18.000 58.710 0.000000 26.770 58.660 0.000000 30.630 58.680 0.000000 39.400 58.780 0.000000 43.780 58.790 0.000000 48.170 58.780 0.000000 52.550 58.700 0.000000 --------------------------------------------------------------------- Name: XA4010B Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1263 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.360 0.000000 7.510 58.480 0.000000 11.260 58.470 0.000000 15.180 58.540 0.000000 23.790 58.640 0.000000 28.500 58.680 0.000000 33.190 58.690 0.000000 40.770 58.810 0.000000 43.650 58.780 0.000000 46.300 58.810 0.000000 62.340 59.170 0.000000 69.770 59.170 0.000000 74.340 59.330 0.000000 78.910 59.350 0.000000 83.480 59.540 0.000000 88.050 59.670 0.000000 92.620 59.770 0.000000 96.670 59.820 0.000000 103.630 59.830 0.000000 --------------------------------------------------------------------- Name: XA4010C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 63.760 0.000000 4.260 63.740 0.000000 11.210 63.600 0.000000 13.900 63.560 0.000000 18.440 63.550 0.000000 27.660 63.430 0.000000 32.340 63.420 0.000000 39.580 63.460 0.000000 46.100 63.520 0.000000 53.910 63.650 0.000000 61.710 63.810 0.000000 65.680 63.860 0.000000 68.940 63.850 0.000000 77.450 63.690 0.000000 89.370 63.580 0.000000 93.480 63.520 0.000000 97.460 63.540 0.000000 105.540 63.690 0.000000 121.850 63.300 0.000000 125.830 63.260 0.000000 129.800 63.250 0.000000 133.060 63.220 0.000000 141.710 63.010 0.000000 148.100 62.920 0.000000 150.650 62.890 0.000000 154.060 62.910 0.000000 157.320 62.880 0.000000 161.430 62.880 0.000000 165.550 62.960 0.000000 169.660 63.080 0.000000 177.040 63.090 0.000000 180.870 63.010 0.000000 184.840 63.010 0.000000 188.950 62.870 0.000000 192.780 62.850 0.000000 199.170 62.860 0.000000 201.860 62.840 0.000000 211.220 63.080 0.000000 215.760 63.060 0.000000 220.440 63.080 0.000000 227.540 63.180 0.000000 229.950 63.200 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1264 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 234.490 63.150 0.000000 238.460 63.150 0.000000 241.440 63.210 0.000000 244.560 63.320 0.000000 247.820 63.410 0.000000 257.330 63.470 0.000000 263.430 63.460 0.000000 270.520 63.390 0.000000 283.140 63.190 0.000000 294.350 63.080 0.000000 300.310 62.940 0.000000 309.810 62.800 0.000000 319.740 62.690 0.000000 333.500 62.580 0.000000 353.080 62.260 0.000000 357.760 62.240 0.000000 373.220 62.380 0.000000 377.200 62.310 0.000000 385.280 62.100 0.000000 398.470 61.900 0.000000 407.550 61.800 0.000000 412.230 61.780 0.000000 429.680 61.750 0.000000 434.650 61.790 0.000000 437.200 61.750 0.000000 445.000 61.540 0.000000 454.360 61.430 0.000000 457.200 61.360 0.000000 461.880 61.350 0.000000 466.710 61.440 0.000000 471.530 61.470 0.000000 476.350 61.430 0.000000 485.860 61.430 0.000000 520.470 61.580 0.000000 528.700 61.790 0.000000 532.950 61.850 0.000000 548.420 61.680 0.000000 552.100 61.590 0.000000 554.800 61.480 0.000000 560.760 61.050 0.000000 564.590 60.840 0.000000 567.280 60.730 0.000000 579.480 60.390 0.000000 596.360 60.300 0.000000 609.980 60.120 0.000000 623.460 60.070 0.000000 627.290 60.080 0.000000 634.660 60.030 0.000000 641.760 60.030 0.000000 651.120 60.110 0.000000 657.930 60.140 0.000000 661.470 60.210 0.000000 665.160 60.260 0.000000 668.710 60.260 0.000000 711.550 59.930 0.000000 715.950 59.870 0.000000 723.610 59.660 0.000000 727.860 59.600 0.000000 731.980 59.660 0.000000 738.790 59.660 0.000000 758.650 59.890 0.000000 767.440 60.030 0.000000 771.410 59.960 0.000000 780.350 59.710 0.000000 785.310 59.590 0.000000 790.280 59.520 0.000000 796.100 59.490 0.000000 807.300 59.500 0.000000 815.960 59.390 0.000000 823.470 59.360 0.000000 843.330 59.230 0.000000 848.300 59.120 0.000000 852.840 58.690 0.000000 857.240 58.680 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1265 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 861.780 58.750 0.000000 866.310 58.870 0.000000 870.850 58.930 0.000000 875.390 58.960 0.000000 879.930 59.030 0.000000 883.480 59.030 0.000000 887.450 58.980 0.000000 891.000 58.970 0.000000 905.320 58.670 0.000000 912.840 58.600 0.000000 916.960 58.490 0.000000 921.070 58.410 0.000000 925.180 58.460 0.000000 929.300 58.660 0.000000 933.270 59.010 0.000000 937.380 59.050 0.000000 941.500 59.020 0.000000 945.470 59.010 0.000000 950.440 58.950 0.000000 955.260 58.800 0.000000 960.080 58.810 0.000000 969.870 58.940 0.000000 972.420 58.920 0.000000 978.660 59.260 0.000000 983.630 59.500 0.000000 987.460 59.760 0.000000 992.000 59.840 0.000000 994.410 59.810 0.000000 999.380 59.700 0.000000 1003.060 59.570 0.000000 1006.750 59.510 0.000000 1010.870 59.570 0.000000 1014.410 59.660 0.000000 1019.240 59.720 0.000000 1024.060 59.700 0.000000 1033.140 59.740 0.000000 1044.340 59.270 0.000000 1048.600 59.380 0.000000 1056.830 59.700 0.000000 1060.230 59.780 0.000000 1064.350 59.800 0.000000 1073.280 59.710 0.000000 1082.220 59.680 0.000000 1086.760 59.700 0.000000 1095.700 59.970 0.000000 1099.950 60.060 0.000000 1102.500 60.090 0.000000 1109.310 60.030 0.000000 1114.140 59.930 0.000000 1118.960 59.740 0.000000 1123.930 59.650 0.000000 1128.180 59.610 0.000000 1143.640 59.500 0.000000 1152.010 59.510 0.000000 1156.270 59.480 0.000000 1160.380 59.410 0.000000 1181.380 59.300 0.000000 1184.210 59.240 0.000000 1190.460 59.080 0.000000 1197.690 58.990 0.000000 1202.230 59.020 0.000000 1206.770 59.000 0.000000 1211.730 58.850 0.000000 1221.660 58.810 0.000000 1224.640 58.890 0.000000 1227.620 58.880 0.000000 1235.990 58.920 0.000000 1243.790 58.840 0.000000 1248.190 58.720 0.000000 1256.560 58.570 0.000000 1260.670 58.580 0.000000 1267.910 58.690 0.000000 1270.750 58.530 0.000000 1274.290 58.700 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1266 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 1277.700 58.550 0.000000 1281.530 58.640 0.000000 1285.500 58.560 0.000000 1289.610 58.650 0.000000 1293.580 58.590 0.000000 1297.700 58.620 0.000000 1301.810 58.680 0.000000 1309.760 58.710 0.000000 1313.440 58.670 0.000000 1317.270 58.660 0.000000 1320.960 58.550 0.000000 1331.030 58.550 0.000000 1336.000 58.480 0.000000 1338.840 58.720 0.000000 1341.670 58.610 0.000000 1352.880 58.730 0.000000 1356.140 58.840 0.000000 1359.260 58.710 0.000000 1373.020 58.740 0.000000 1384.800 58.720 0.000000 1391.890 58.380 0.000000 1399.130 58.090 0.000000 1401.820 58.060 0.000000 1406.080 58.210 0.000000 1414.450 58.240 0.000000 1418.560 58.360 0.000000 --------------------------------------------------------------------- Name: XA4020D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.580 0.000000 4.160 59.710 0.000000 12.210 59.820 0.000000 19.670 59.850 0.000000 27.890 59.830 0.000000 --------------------------------------------------------------------- Name: XA4020E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.650 0.000000 8.000 59.660 0.000000 14.870 59.710 0.000000 20.500 59.660 0.000000 23.080 59.700 0.000000 29.050 59.620 0.000000 35.850 59.590 0.000000 40.710 59.510 0.000000 48.730 59.640 0.000000 61.440 59.570 0.000000 66.210 59.630 0.000000 69.800 59.530 0.000000 76.620 59.540 0.000000 84.300 59.410 0.000000 88.450 59.390 0.000000 96.700 59.440 0.000000 101.400 59.350 0.000000 108.750 59.370 0.000000 111.420 59.310 0.000000 114.940 59.290 0.000000 118.480 59.290 0.000000 130.120 59.390 0.000000 140.460 59.380 0.000000 147.660 59.350 0.000000 154.200 59.400 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1267 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 174.820 59.250 0.000000 179.260 59.160 0.000000 184.230 59.180 0.000000 --------------------------------------------------------------------- Name: XA4030C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.580 0.000000 9.130 59.270 0.000000 12.870 59.290 0.000000 20.990 59.220 0.000000 25.730 59.340 0.000000 30.500 59.210 0.000000 35.240 59.180 0.000000 44.760 59.190 0.000000 58.770 59.150 0.000000 70.600 59.020 0.000000 73.440 58.960 0.000000 76.320 58.860 0.000000 79.200 58.910 0.000000 83.500 59.130 0.000000 87.810 59.440 0.000000 92.110 59.680 0.000000 100.710 60.440 0.000000 103.410 60.610 0.000000 106.110 60.610 0.000000 110.010 60.590 0.000000 122.380 60.420 0.000000 129.110 60.340 0.000000 132.480 60.240 0.000000 138.490 60.200 0.000000 163.700 60.330 0.000000 --------------------------------------------------------------------- Name: XA4030E Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 63.760 0.000000 8.310 63.760 0.000000 22.820 63.840 0.000000 28.320 63.840 0.000000 32.190 63.830 0.000000 36.050 63.780 0.000000 39.910 63.690 0.000000 47.630 63.700 0.000000 56.290 63.620 0.000000 59.340 63.660 0.000000 65.660 63.630 0.000000 69.290 63.710 0.000000 72.910 63.880 0.000000 76.540 63.920 0.000000 84.030 63.740 0.000000 88.250 63.620 0.000000 92.580 63.530 0.000000 96.560 63.480 0.000000 104.280 63.260 0.000000 108.260 63.190 0.000000 120.430 63.120 0.000000 127.800 62.870 0.000000 130.380 63.010 0.000000 133.070 63.040 0.000000 144.310 63.080 0.000000 152.150 62.960 0.000000 154.720 62.960 0.000000 157.410 62.980 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1268 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 162.330 62.910 0.000000 167.360 62.960 0.000000 190.650 62.950 0.000000 198.030 62.990 0.000000 202.470 63.090 0.000000 207.390 63.120 0.000000 217.220 63.130 0.000000 224.240 63.070 0.000000 235.130 62.930 0.000000 243.550 62.950 0.000000 251.630 62.890 0.000000 259.710 62.860 0.000000 267.200 62.750 0.000000 271.640 62.710 0.000000 291.190 62.600 0.000000 309.910 62.460 0.000000 314.600 62.450 0.000000 319.160 62.370 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60.420 0.000000 711.000 60.430 0.000000 715.330 60.390 0.000000 719.190 60.200 0.000000 722.940 60.070 0.000000 733.940 60.060 0.000000 742.480 59.940 0.000000 746.700 59.920 0.000000 751.490 59.900 0.000000 762.140 59.930 0.000000 774.900 59.820 0.000000 783.450 59.790 0.000000 795.270 59.820 0.000000 799.250 59.900 0.000000 807.560 59.980 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1269 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 815.400 60.170 0.000000 818.790 60.210 0.000000 823.000 60.240 0.000000 835.880 60.230 0.000000 839.620 60.320 0.000000 847.110 60.600 0.000000 850.860 60.590 0.000000 867.360 60.320 0.000000 871.340 60.320 0.000000 878.130 60.410 0.000000 885.620 60.420 0.000000 893.580 60.530 0.000000 908.440 60.550 0.000000 932.320 60.710 0.000000 957.830 60.650 0.000000 966.140 60.600 0.000000 972.690 60.600 0.000000 985.100 60.470 0.000000 998.680 60.410 0.000000 1012.370 60.440 0.000000 1029.690 60.550 0.000000 1036.710 60.590 0.000000 1040.810 60.580 0.000000 1050.410 60.620 0.000000 1066.090 60.560 0.000000 1074.280 60.460 0.000000 1085.520 60.380 0.000000 1100.380 60.150 0.000000 1104.130 60.020 0.000000 1111.620 59.660 0.000000 1116.880 59.530 0.000000 1120.510 59.380 0.000000 1124.260 59.250 0.000000 1128.000 59.220 0.000000 1133.270 59.240 0.000000 1151.530 59.670 0.000000 1157.730 59.620 0.000000 1161.940 59.540 0.000000 1166.160 59.530 0.000000 1170.370 59.580 0.000000 --------------------------------------------------------------------- Name: XA4040B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.240 0.000000 9.670 56.270 0.000000 17.930 56.210 0.000000 21.680 56.210 0.000000 25.440 56.260 0.000000 29.420 56.440 0.000000 37.360 56.540 0.000000 56.220 56.820 0.000000 60.790 56.840 0.000000 --------------------------------------------------------------------- Name: XA4040C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.840 0.000000 3.200 56.890 0.000000 9.520 56.850 0.000000 12.640 56.870 0.000000 22.580 56.720 0.000000 27.460 56.560 0.000000 32.940 56.560 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1270 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 37.150 56.450 0.000000 41.190 56.380 0.000000 45.820 56.370 0.000000 50.460 56.260 0.000000 55.090 56.200 0.000000 61.910 56.290 0.000000 66.210 56.320 0.000000 70.510 56.320 0.000000 79.100 56.260 0.000000 83.390 56.300 0.000000 86.510 56.430 0.000000 89.710 56.640 0.000000 94.180 56.880 0.000000 98.730 57.380 0.000000 103.190 57.980 0.000000 107.650 58.120 0.000000 112.200 57.960 0.000000 116.670 57.920 0.000000 125.600 58.280 0.000000 130.150 58.290 0.000000 135.540 58.100 0.000000 140.250 58.060 0.000000 152.470 58.410 0.000000 156.600 58.580 0.000000 160.640 58.580 0.000000 165.530 58.700 0.000000 169.740 58.770 0.000000 173.950 58.810 0.000000 182.370 58.820 0.000000 199.980 58.890 0.000000 207.900 59.030 0.000000 218.930 59.000 0.000000 228.370 59.120 0.000000 239.400 59.190 0.000000 243.360 59.320 0.000000 247.320 59.360 0.000000 250.940 59.280 0.000000 254.650 59.250 0.000000 258.270 59.360 0.000000 262.310 59.340 0.000000 265.940 59.360 0.000000 269.640 59.500 0.000000 273.010 59.410 0.000000 277.810 59.510 0.000000 282.700 59.550 0.000000 290.200 59.510 0.000000 298.110 59.510 0.000000 315.050 59.520 0.000000 335.600 59.590 0.000000 345.030 59.570 0.000000 349.670 59.630 0.000000 354.300 59.740 0.000000 363.480 60.020 0.000000 368.120 60.090 0.000000 377.300 60.140 0.000000 396.840 60.310 0.000000 411.410 60.490 0.000000 421.180 60.550 0.000000 426.070 60.550 0.000000 430.960 60.450 0.000000 435.840 60.400 0.000000 440.730 60.520 0.000000 445.610 60.690 0.000000 450.500 60.830 0.000000 465.070 60.960 0.000000 469.960 60.980 0.000000 479.730 60.970 0.000000 484.620 60.930 0.000000 494.390 60.780 0.000000 499.270 60.760 0.000000 504.160 60.820 0.000000 513.850 61.170 0.000000 518.730 61.240 0.000000 538.270 61.210 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1271 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 548.050 61.250 0.000000 552.930 61.290 0.000000 572.390 61.630 0.000000 581.910 61.750 0.000000 586.710 61.890 0.000000 591.430 61.990 0.000000 596.150 62.000 0.000000 605.660 61.880 0.000000 610.470 61.860 0.000000 619.980 61.870 0.000000 634.220 61.930 0.000000 656.210 62.100 0.000000 660.840 62.190 0.000000 665.470 62.370 0.000000 670.440 62.340 0.000000 675.330 62.190 0.000000 680.210 62.130 0.000000 690.070 62.210 0.000000 704.810 62.280 0.000000 709.700 62.370 0.000000 714.580 62.290 0.000000 719.550 62.150 0.000000 724.440 62.370 0.000000 729.320 62.410 0.000000 734.290 62.340 0.000000 739.180 62.310 0.000000 744.070 62.450 0.000000 749.040 62.460 0.000000 788.290 62.320 0.000000 803.030 62.360 0.000000 808.000 62.390 0.000000 817.770 62.650 0.000000 822.740 62.700 0.000000 832.510 62.720 0.000000 842.370 62.710 0.000000 --------------------------------------------------------------------- Name: XA4050B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.120 0.000000 29.420 55.870 0.000000 33.460 55.870 0.000000 36.160 55.960 0.000000 38.880 55.930 0.000000 43.650 55.840 0.000000 48.410 55.800 0.000000 53.200 55.810 0.000000 57.960 55.880 0.000000 62.730 55.910 0.000000 73.810 55.850 0.000000 84.320 55.920 0.000000 100.530 55.820 0.000000 106.520 55.900 0.000000 113.590 55.890 0.000000 116.700 55.930 0.000000 120.350 55.940 0.000000 133.050 55.880 0.000000 137.360 55.890 0.000000 145.980 56.010 0.000000 157.220 56.100 0.000000 163.980 56.210 0.000000 168.010 56.210 0.000000 172.050 56.240 0.000000 --------------------------------------------------------------------- Name: XA4050C Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1272 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.240 0.000000 4.080 56.230 0.000000 8.560 56.140 0.000000 14.910 56.250 0.000000 20.690 56.220 0.000000 31.650 56.340 0.000000 35.920 56.360 0.000000 40.180 56.480 0.000000 44.460 56.840 0.000000 48.720 57.120 0.000000 56.120 57.520 0.000000 59.830 57.760 0.000000 63.550 57.960 0.000000 67.830 58.250 0.000000 71.560 58.440 0.000000 75.840 58.720 0.000000 82.650 59.060 0.000000 85.170 59.150 0.000000 88.700 59.180 0.000000 95.800 59.140 0.000000 106.910 59.120 0.000000 110.770 59.020 0.000000 114.610 59.100 0.000000 118.450 59.250 0.000000 125.920 59.080 0.000000 129.930 59.130 0.000000 137.980 59.420 0.000000 142.000 59.540 0.000000 146.870 59.580 0.000000 150.460 59.580 0.000000 154.040 59.530 0.000000 162.420 59.490 0.000000 166.580 59.500 0.000000 170.660 59.640 0.000000 174.740 59.860 0.000000 178.890 59.910 0.000000 182.970 59.920 0.000000 --------------------------------------------------------------------- Name: XA4060C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.050 0.000000 4.160 59.000 0.000000 11.900 58.790 0.000000 15.700 58.740 0.000000 18.980 58.740 0.000000 27.140 58.800 0.000000 35.660 58.750 0.000000 44.640 58.780 0.000000 49.100 58.700 0.000000 60.700 58.750 0.000000 65.670 58.700 0.000000 73.270 58.700 0.000000 79.320 58.660 0.000000 84.250 58.680 0.000000 89.170 58.630 0.000000 94.100 58.670 0.000000 99.020 58.550 0.000000 103.950 58.540 0.000000 108.820 58.600 0.000000 113.750 58.540 0.000000 118.680 58.450 0.000000 123.600 58.420 0.000000 128.530 58.460 0.000000 133.450 58.410 0.000000 138.330 58.440 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1273 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 143.250 58.360 0.000000 148.180 58.310 0.000000 153.100 58.440 0.000000 158.030 58.380 0.000000 172.750 58.320 0.000000 177.120 58.380 0.000000 181.480 58.390 0.000000 190.350 58.250 0.000000 195.070 58.320 0.000000 198.770 58.290 0.000000 203.130 58.220 0.000000 207.440 58.190 0.000000 216.110 58.090 0.000000 224.780 58.080 0.000000 229.300 58.150 0.000000 233.810 58.170 0.000000 242.840 57.990 0.000000 247.360 57.930 0.000000 251.870 57.930 0.000000 256.390 57.820 0.000000 260.900 57.910 0.000000 264.390 57.950 0.000000 267.880 57.890 0.000000 272.390 57.950 0.000000 283.890 57.810 0.000000 292.920 57.810 0.000000 297.480 57.750 0.000000 302.000 57.730 0.000000 315.540 57.740 0.000000 330.890 57.690 0.000000 339.660 57.620 0.000000 347.050 57.580 0.000000 351.670 57.430 0.000000 358.590 57.460 0.000000 361.980 57.450 0.000000 364.180 57.410 0.000000 367.160 57.460 0.000000 370.080 57.440 0.000000 374.700 57.320 0.000000 382.810 57.260 0.000000 387.680 57.290 0.000000 397.530 57.160 0.000000 402.410 57.200 0.000000 407.330 57.060 0.000000 410.460 57.070 0.000000 413.540 57.030 0.000000 422.260 57.040 0.000000 430.780 56.850 0.000000 434.630 56.810 0.000000 450.540 56.670 0.000000 453.970 56.710 0.000000 457.410 56.690 0.000000 462.750 56.540 0.000000 472.750 56.500 0.000000 475.830 56.410 0.000000 478.910 56.380 0.000000 483.890 56.410 0.000000 487.530 56.330 0.000000 494.810 56.280 0.000000 497.790 56.220 0.000000 508.980 56.180 0.000000 513.080 56.120 0.000000 --------------------------------------------------------------------- Name: XA4070B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 60.320 0.000000 3.220 60.350 0.000000 9.450 60.140 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1274 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 19.370 59.880 0.000000 23.730 59.790 0.000000 28.090 59.760 0.000000 32.450 59.800 0.000000 36.800 59.880 0.000000 40.220 59.870 0.000000 43.570 59.800 0.000000 46.790 59.790 0.000000 58.190 59.870 0.000000 62.080 59.870 0.000000 66.230 59.810 0.000000 79.440 59.740 0.000000 82.460 59.770 0.000000 85.880 59.780 0.000000 88.690 59.710 0.000000 91.510 59.590 0.000000 94.930 59.570 0.000000 98.340 59.590 0.000000 101.160 59.570 0.000000 104.040 59.520 0.000000 110.880 59.640 0.000000 119.330 59.630 0.000000 127.510 59.710 0.000000 132.400 59.650 0.000000 137.230 59.680 0.000000 145.200 59.670 0.000000 170.480 59.530 0.000000 199.570 59.560 0.000000 213.650 59.530 0.000000 223.170 59.530 0.000000 227.860 59.400 0.000000 232.620 59.200 0.000000 237.310 59.230 0.000000 244.890 59.360 0.000000 260.380 59.660 0.000000 267.750 59.850 0.000000 270.700 59.850 0.000000 280.490 59.760 0.000000 292.290 59.710 0.000000 298.120 59.600 0.000000 302.140 59.570 0.000000 304.620 59.550 0.000000 307.370 59.590 0.000000 310.050 59.520 0.000000 317.490 59.360 0.000000 325.470 59.250 0.000000 330.030 59.140 0.000000 339.820 59.050 0.000000 351.950 59.010 0.000000 361.330 59.020 0.000000 375.080 59.160 0.000000 379.170 59.170 0.000000 386.470 59.160 0.000000 392.570 59.250 0.000000 415.030 59.130 0.000000 423.550 59.140 0.000000 438.900 59.030 0.000000 442.580 59.030 0.000000 450.430 59.100 0.000000 458.740 59.240 0.000000 467.990 59.320 0.000000 481.600 59.100 0.000000 489.910 59.020 0.000000 498.830 58.970 0.000000 503.320 58.960 0.000000 512.240 59.000 0.000000 516.730 59.100 0.000000 521.220 59.140 0.000000 530.140 59.130 0.000000 539.920 59.250 0.000000 560.240 59.050 0.000000 568.950 59.000 0.000000 578.200 59.000 0.000000 587.450 59.050 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1275 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 596.640 59.180 0.000000 601.330 59.180 0.000000 606.020 59.080 0.000000 610.780 59.070 0.000000 652.210 59.330 0.000000 670.380 59.530 0.000000 --------------------------------------------------------------------- Name: XA4070C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.530 0.000000 8.590 59.660 0.000000 16.980 59.660 0.000000 20.950 59.550 0.000000 24.910 59.400 0.000000 28.870 59.350 0.000000 32.840 59.350 0.000000 36.930 59.320 0.000000 40.240 59.330 0.000000 44.220 59.580 0.000000 48.210 59.890 0.000000 52.400 59.970 0.000000 56.800 59.920 0.000000 --------------------------------------------------------------------- Name: XA4070D Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.920 0.000000 4.160 59.790 0.000000 8.310 59.560 0.000000 16.620 59.430 0.000000 24.710 59.330 0.000000 32.980 59.300 0.000000 37.530 59.320 0.000000 45.580 59.300 0.000000 66.350 59.380 0.000000 78.030 59.360 0.000000 93.670 59.370 0.000000 98.230 59.500 0.000000 106.230 59.820 0.000000 109.680 59.920 0.000000 122.100 60.070 0.000000 131.380 60.210 0.000000 135.050 60.320 0.000000 138.770 60.490 0.000000 142.480 60.690 0.000000 145.440 60.760 0.000000 149.070 60.580 0.000000 152.690 60.360 0.000000 156.320 60.240 0.000000 164.010 60.100 0.000000 171.700 60.030 0.000000 179.440 60.000 0.000000 210.730 60.030 0.000000 218.430 60.060 0.000000 222.360 60.100 0.000000 226.560 60.170 0.000000 230.760 60.300 0.000000 234.830 60.340 0.000000 254.460 60.770 0.000000 262.190 60.890 0.000000 273.910 61.010 0.000000 278.110 61.070 0.000000 289.600 61.340 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1276 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 294.550 61.500 0.000000 299.500 61.620 0.000000 305.780 61.450 0.000000 309.760 61.360 0.000000 312.720 61.340 0.000000 320.060 61.360 0.000000 329.250 61.420 0.000000 333.850 61.410 0.000000 338.450 61.060 0.000000 344.240 61.020 0.000000 348.700 61.070 0.000000 357.680 61.240 0.000000 362.190 61.250 0.000000 366.700 61.220 0.000000 371.210 61.250 0.000000 380.220 61.360 0.000000 384.690 61.480 0.000000 389.640 61.450 0.000000 397.020 61.330 0.000000 401.180 61.290 0.000000 405.330 61.310 0.000000 414.180 61.410 0.000000 417.890 61.420 0.000000 426.910 61.380 0.000000 433.760 61.480 0.000000 437.910 61.460 0.000000 442.070 61.510 0.000000 --------------------------------------------------------------------- Name: XA4080B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.460 0.000000 6.860 56.410 0.000000 14.420 56.240 0.000000 19.330 56.230 0.000000 24.240 56.170 0.000000 26.930 56.170 0.000000 29.610 56.120 0.000000 36.670 56.090 0.000000 49.060 55.950 0.000000 56.980 55.810 0.000000 61.160 55.780 0.000000 65.340 55.690 0.000000 68.630 55.670 0.000000 73.510 55.720 0.000000 77.570 55.850 0.000000 81.670 55.890 0.000000 92.430 55.880 0.000000 96.860 55.950 0.000000 100.960 55.950 0.000000 109.200 55.850 0.000000 117.770 55.840 0.000000 125.690 55.920 0.000000 133.080 56.080 0.000000 139.050 56.100 0.000000 142.710 56.140 0.000000 149.980 56.280 0.000000 154.610 56.310 0.000000 162.040 56.460 0.000000 166.710 56.490 0.000000 169.840 56.570 0.000000 177.390 56.650 0.000000 185.630 56.800 0.000000 189.690 56.830 0.000000 197.130 56.990 0.000000 205.940 57.060 0.000000 230.020 57.160 0.000000 238.390 57.220 0.000000 245.490 57.200 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1277 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 253.820 57.030 0.000000 257.680 57.000 0.000000 265.470 56.990 0.000000 269.980 56.940 0.000000 274.450 56.950 0.000000 283.020 57.030 0.000000 291.750 57.140 0.000000 298.410 57.290 0.000000 302.270 57.320 0.000000 306.130 57.280 0.000000 309.980 57.180 0.000000 314.450 57.160 0.000000 318.920 57.250 0.000000 323.390 57.220 0.000000 327.810 57.250 0.000000 332.520 57.330 0.000000 337.270 57.280 0.000000 340.280 57.340 0.000000 343.280 57.340 0.000000 347.830 57.400 0.000000 361.440 57.250 0.000000 365.820 57.290 0.000000 370.170 57.220 0.000000 374.880 57.220 0.000000 386.450 57.310 0.000000 390.110 57.410 0.000000 397.540 57.690 0.000000 401.890 57.780 0.000000 406.110 57.810 0.000000 --------------------------------------------------------------------- Name: XA4090C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.350 0.000000 4.220 56.350 0.000000 8.450 56.340 0.000000 12.440 56.290 0.000000 17.220 56.170 0.000000 22.030 56.180 0.000000 26.840 56.140 0.000000 31.610 56.050 0.000000 36.370 56.060 0.000000 41.140 56.120 0.000000 50.670 56.150 0.000000 55.440 56.130 0.000000 60.200 56.040 0.000000 69.740 55.940 0.000000 74.500 55.960 0.000000 84.060 55.940 0.000000 93.590 55.800 0.000000 103.120 55.790 0.000000 107.890 55.730 0.000000 112.660 55.710 0.000000 122.190 55.590 0.000000 133.520 55.570 0.000000 137.530 55.400 0.000000 145.070 55.390 0.000000 148.840 55.350 0.000000 153.690 55.360 0.000000 163.370 55.100 0.000000 168.220 54.920 0.000000 173.070 54.880 0.000000 182.750 54.850 0.000000 187.610 54.810 0.000000 197.310 54.830 0.000000 202.140 54.890 0.000000 206.990 55.040 0.000000 211.840 55.100 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1278 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XA4100B Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.700 0.000000 4.760 59.610 0.000000 9.480 59.480 0.000000 18.950 59.370 0.000000 23.350 59.370 0.000000 27.760 59.560 0.000000 32.160 59.330 0.000000 46.560 58.980 0.000000 56.540 58.550 0.000000 61.510 58.490 0.000000 66.530 58.540 0.000000 71.500 58.490 0.000000 81.490 58.460 0.000000 86.450 58.260 0.000000 91.420 58.170 0.000000 101.410 58.250 0.000000 111.400 58.460 0.000000 121.330 58.390 0.000000 126.350 58.390 0.000000 136.290 57.990 0.000000 141.310 57.910 0.000000 146.280 58.080 0.000000 151.240 58.140 0.000000 156.260 58.090 0.000000 161.230 57.970 0.000000 166.200 57.910 0.000000 171.220 57.920 0.000000 181.150 57.900 0.000000 190.370 57.740 0.000000 194.570 57.730 0.000000 198.770 57.750 0.000000 202.970 57.900 0.000000 207.170 58.180 0.000000 211.420 58.180 0.000000 230.120 57.860 0.000000 234.780 57.850 0.000000 239.440 57.920 0.000000 244.100 57.890 0.000000 248.810 57.780 0.000000 258.130 57.640 0.000000 262.790 57.510 0.000000 272.170 57.430 0.000000 287.120 57.740 0.000000 292.140 57.550 0.000000 297.110 57.460 0.000000 302.130 57.180 0.000000 307.100 56.690 0.000000 312.070 56.720 0.000000 317.080 56.830 0.000000 322.050 56.720 0.000000 327.070 56.670 0.000000 332.040 56.540 0.000000 337.060 56.480 0.000000 342.030 56.750 0.000000 347.000 57.080 0.000000 356.980 57.190 0.000000 362.000 57.040 0.000000 366.970 56.980 0.000000 371.990 56.990 0.000000 386.940 56.930 0.000000 391.910 57.090 0.000000 396.930 57.000 0.000000 401.900 56.800 0.000000 406.920 56.700 0.000000 411.890 56.690 0.000000 416.910 56.560 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1279 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 426.840 56.720 0.000000 431.860 56.610 0.000000 441.390 56.530 0.000000 450.400 56.200 0.000000 454.910 56.090 0.000000 459.470 56.110 0.000000 462.030 56.190 0.000000 464.590 56.160 0.000000 468.790 56.070 0.000000 472.940 56.040 0.000000 483.900 56.160 0.000000 491.530 56.270 0.000000 499.520 56.280 0.000000 507.560 56.230 0.000000 512.170 56.300 0.000000 --------------------------------------------------------------------- Name: XA4100C Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 56.300 0.000000 4.300 56.300 0.000000 8.500 56.300 0.000000 12.800 56.400 0.000000 17.100 56.400 0.000000 21.900 56.400 0.000000 26.600 59.600 0.000000 31.400 69.800 0.000000 34.300 75.100 0.000000 37.200 77.000 0.000000 41.900 78.700 0.000000 46.000 80.300 0.000000 50.100 81.600 0.000000 54.200 82.600 0.000000 58.200 79.300 0.000000 62.300 74.700 0.000000 66.300 74.200 0.000000 70.900 67.300 0.000000 75.500 63.300 0.000000 80.100 62.700 0.000000 85.000 62.100 0.000000 90.000 60.500 0.000000 94.900 56.600 0.000000 99.800 56.400 0.000000 104.800 56.400 0.000000 109.700 56.600 0.000000 114.700 56.800 0.000000 119.600 56.900 0.000000 124.600 57.000 0.000000 129.500 57.200 0.000000 134.500 56.900 0.000000 139.400 56.800 0.000000 144.300 56.800 0.000000 149.100 56.800 0.000000 153.800 56.700 0.000000 158.000 56.800 0.000000 162.200 56.800 0.000000 166.500 56.900 0.000000 170.700 57.100 0.000000 174.900 57.400 0.000000 179.700 57.400 0.000000 184.500 57.500 0.000000 188.500 57.500 0.000000 192.400 57.500 0.000000 196.400 57.500 0.000000 201.100 57.500 0.000000 206.000 57.500 0.000000 210.800 57.500 0.000000 215.500 57.200 0.000000 220.300 57.300 0.000000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1280 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 225.000 57.400 0.000000 229.700 57.200 0.000000 234.500 57.300 0.000000 239.200 57.300 0.000000 244.000 57.600 0.000000 248.600 60.600 0.000000 253.200 66.000 0.000000 257.800 67.700 0.000000 262.400 68.800 0.000000 266.800 66.200 0.000000 271.100 61.900 0.000000 275.400 58.700 0.000000 279.800 57.200 0.000000 284.100 57.500 0.000000 288.400 57.900 0.000000 292.300 58.100 0.000000 296.200 58.000 0.000000 300.000 57.700 0.000000 303.800 57.600 0.000000 307.900 57.600 0.000000 312.000 57.800 0.000000 316.100 58.000 0.000000 320.200 57.700 0.000000 324.100 57.600 0.000000 328.000 57.600 0.000000 332.000 57.500 0.000000 336.000 57.500 0.000000 339.900 57.500 0.000000 344.700 57.200 0.000000 349.500 56.900 0.000000 354.500 56.700 0.000000 359.500 56.700 0.000000 364.500 56.800 0.000000 369.600 56.900 0.000000 373.900 56.900 0.000000 378.200 57.000 0.000000 382.400 57.100 0.000000 387.200 57.200 0.000000 392.000 57.200 0.000000 396.800 57.200 0.000000 400.900 57.200 0.000000 405.200 57.200 0.000000 409.300 57.300 0.000000 413.500 57.400 0.000000 417.100 57.400 0.000000 420.800 57.400 0.000000 425.400 57.000 0.000000 430.000 57.000 0.000000 434.600 57.000 0.000000 --------------------------------------------------------------------- Name: XS_A0020A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 7.200 0.300000 0.000 7.200 0.200000 51.000 6.500 0.200000 51.000 6.500 0.200000 97.000 5.300 0.200000 97.000 5.300 0.200000 129.000 6.700 0.200000 129.000 6.700 0.200000 138.000 2.200 0.040000 162.000 3.800 0.040000 175.000 10.500 0.040000 425.000 14.000 0.200000 --------------------------------------------------------------------- Name: XS_A0020A_US Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1281 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 11.700 0.200000 57.000 6.200 0.200000 60.000 4.800 0.040000 65.000 2.500 0.040000 95.000 2.500 0.040000 101.000 4.500 0.040000 104.000 8.200 0.150000 129.000 11.900 0.200000 180.000 14.000 0.200000 --------------------------------------------------------------------- Name: XS_A0030A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 15.000 0.200000 25.000 10.000 0.200000 50.000 5.000 0.200000 63.000 0.000 0.040000 76.000 0.000 0.040000 86.000 5.000 0.040000 122.000 10.000 0.200000 148.000 15.000 0.200000 --------------------------------------------------------------------- Name: XS_A0040A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.140 0.140000 5.000 20.320 0.140000 40.000 0.320 0.050000 50.400 0.000 0.050000 54.000 -2.500 0.050000 66.600 -2.500 0.050000 88.200 3.500 0.050000 95.400 3.000 0.050000 130.000 20.300 0.050000 135.000 22.140 0.140000 --------------------------------------------------------------------- Name: XS_A0040A_EX Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -35.000 20.000 0.140000 -5.000 15.000 0.140000 20.000 10.000 0.140000 45.000 5.000 0.140000 57.000 0.000 0.050000 70.000 0.000 0.050000 82.000 5.000 0.050000 101.000 10.000 0.140000 125.000 15.000 0.140000 175.000 20.000 0.140000 --------------------------------------------------------------------- Name: XS_A0050A_DS Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1282 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 20.000 0.200000 30.000 15.000 0.200000 55.000 10.000 0.200000 80.000 5.000 0.200000 92.000 0.000 0.050000 105.000 0.000 0.050000 117.000 5.000 0.050000 136.000 10.000 0.200000 160.000 15.000 0.200000 210.000 20.000 0.200000 --------------------------------------------------------------------- Name: XS_A0050A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 17.300 0.200000 15.000 15.000 0.200000 60.000 6.800 0.200000 65.000 3.400 0.050000 89.000 4.100 0.050000 94.000 6.800 0.050000 96.000 8.000 0.200000 140.000 13.900 0.200000 195.000 21.500 0.200000 --------------------------------------------------------------------- Name: XS_A0060A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -7.000 24.100 0.200000 51.000 20.100 0.200000 87.000 21.100 0.200000 118.000 18.200 0.200000 146.000 13.500 0.200000 160.000 6.500 0.200000 161.000 4.400 0.150000 168.000 2.700 0.040000 175.000 3.800 0.040000 177.000 5.700 0.150000 192.000 6.300 0.200000 196.000 7.200 0.200000 221.000 9.800 0.200000 246.000 10.800 0.200000 261.000 17.900 0.200000 306.000 22.500 0.200000 --------------------------------------------------------------------- Name: XS_A0070A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -7.000 24.100 0.200000 51.000 20.100 0.200000 87.000 21.100 0.200000 118.000 18.200 0.200000 146.000 13.500 0.200000 160.000 6.500 0.200000 161.000 4.400 0.150000 168.000 2.700 0.040000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1283 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 175.000 3.800 0.040000 177.000 5.700 0.150000 192.000 6.300 0.200000 196.000 7.200 0.200000 221.000 9.800 0.200000 246.000 10.800 0.200000 261.000 17.900 0.200000 306.000 22.500 0.200000 --------------------------------------------------------------------- Name: XS_A0100A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -60.000 24.000 0.120000 -35.000 22.350 0.120000 0.000 20.900 0.120000 42.000 9.800 0.120000 99.000 4.500 0.030000 131.000 3.000 0.030000 191.000 9.400 0.030000 198.000 12.100 0.120000 206.000 11.900 0.120000 245.000 27.000 0.120000 --------------------------------------------------------------------- Name: XS_A0110A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -52.000 19.500 0.140000 -22.000 9.500 0.140000 -4.000 6.500 0.030000 0.000 3.000 0.030000 20.000 3.000 0.030000 24.000 6.500 0.030000 42.000 9.500 0.030000 88.000 25.000 0.140000 --------------------------------------------------------------------- Name: XS_A0130A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 49.000 16.800 0.120000 84.000 15.900 0.120000 107.000 10.200 0.030000 127.000 7.700 0.030000 145.000 10.300 0.030000 181.000 17.400 0.030000 240.000 17.900 0.120000 --------------------------------------------------------------------- Name: XS_A0130A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -10.000 16.700 0.120000 0.000 15.340 0.120000 15.000 11.370 0.030000 25.000 8.200 0.030000 35.000 7.500 0.030000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1284 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 45.000 7.200 0.030000 65.000 11.320 0.030000 80.000 16.450 0.030000 105.000 16.200 0.120000 --------------------------------------------------------------------- Name: XS_A0160A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 16.610 0.200000 18.000 16.340 0.200000 30.000 7.500 0.060000 40.000 7.140 0.060000 47.000 7.290 0.060000 64.000 19.410 0.060000 85.000 20.800 0.200000 --------------------------------------------------------------------- Name: XS_A0170A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 19.700 0.200000 18.979 18.800 0.200000 31.619 13.400 0.060000 34.744 11.600 0.060000 37.474 10.100 0.060000 41.912 9.500 0.060000 46.117 9.300 0.060000 49.554 8.600 0.060000 53.089 8.400 0.060000 55.891 10.000 0.060000 56.896 11.700 0.060000 60.501 14.200 0.060000 67.138 17.300 0.060000 72.881 20.200 0.060000 88.482 20.800 0.140000 --------------------------------------------------------------------- Name: XS_A0180A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 35.300 0.150000 37.000 19.600 0.150000 57.000 17.900 0.150000 72.000 10.900 0.070000 81.000 10.900 0.070000 104.000 21.100 0.070000 152.000 21.240 0.150000 --------------------------------------------------------------------- Name: XS_A0200A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 25.900 0.150000 24.000 18.800 0.150000 31.000 16.400 0.070000 54.000 15.800 0.070000 60.000 19.500 0.070000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1285 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 91.000 20.000 0.120000 --------------------------------------------------------------------- Name: XS_A0220A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 20.700 0.150000 47.000 20.200 0.150000 54.000 16.400 0.070000 60.000 15.600 0.070000 68.000 16.900 0.070000 70.000 19.900 0.070000 83.000 23.100 0.120000 133.000 24.200 0.120000 --------------------------------------------------------------------- Name: XS_A0240A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 20.300 0.120000 22.396 20.600 0.120000 35.256 20.700 0.120000 40.430 18.300 0.050000 41.191 17.600 0.050000 47.816 17.100 0.050000 51.144 16.700 0.050000 55.004 17.800 0.050000 55.604 18.100 0.050000 59.629 22.000 0.050000 87.311 22.100 0.120000 --------------------------------------------------------------------- Name: XS_A0260A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 24.100 0.100000 18.166 22.000 0.100000 33.315 20.600 0.100000 38.154 18.300 0.050000 38.794 18.100 0.050000 44.625 17.800 0.050000 47.125 16.800 0.050000 51.081 17.200 0.050000 57.745 17.600 0.050000 58.157 18.200 0.050000 60.081 20.300 0.050000 79.876 22.000 0.100000 99.250 25.900 0.100000 --------------------------------------------------------------------- Name: XS_A0260A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.500 0.100000 15.000 18.500 0.050000 18.000 18.000 0.050000 23.000 18.400 0.050000 26.000 20.000 0.050000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1286 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 39.000 20.000 0.050000 50.000 23.800 0.050000 70.000 25.900 0.100000 --------------------------------------------------------------------- Name: XS_A0270A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 42.000 23.500 0.100000 52.000 23.400 0.100000 63.000 21.700 0.050000 69.000 18.600 0.050000 74.000 18.300 0.050000 79.000 18.800 0.050000 85.000 23.300 0.050000 110.000 26.700 0.130000 --------------------------------------------------------------------- Name: XS_A0280A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -30.000 26.100 0.120000 0.000 26.100 0.100000 7.640 24.200 0.100000 13.701 20.100 0.080000 16.250 19.700 0.050000 17.235 19.400 0.050000 20.188 19.200 0.050000 25.200 19.400 0.050000 29.452 19.000 0.050000 33.059 18.700 0.050000 35.120 19.200 0.050000 35.481 19.700 0.050000 36.841 20.400 0.050000 41.201 24.500 0.080000 45.324 25.800 0.120000 53.605 26.000 0.120000 --------------------------------------------------------------------- Name: XS_A0290A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 31.000 0.120000 0.100 26.600 0.100000 4.730 25.700 0.100000 5.458 25.800 0.050000 11.152 21.300 0.050000 12.638 19.800 0.050000 13.279 19.300 0.050000 14.445 19.500 0.050000 15.430 19.800 0.050000 16.916 20.100 0.050000 18.544 20.000 0.050000 19.607 19.800 0.050000 20.888 19.500 0.050000 23.083 19.200 0.050000 26.385 18.900 0.050000 28.354 19.600 0.050000 30.602 19.400 0.050000 30.902 19.800 0.050000 35.781 21.500 0.050000 39.235 22.300 0.050000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1287 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 42.398 25.200 0.050000 54.463 26.900 0.120000 54.500 31.000 0.120000 --------------------------------------------------------------------- Name: XS_A0300A_BR Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -15.100 31.000 0.120000 -15.000 27.200 0.120000 11.396 25.300 0.120000 11.400 25.300 0.120000 18.950 20.000 0.060000 18.955 20.000 0.060000 19.877 19.400 0.060000 19.880 19.400 0.060000 22.295 19.100 0.060000 22.300 19.100 0.060000 25.709 19.200 0.060000 25.710 19.200 0.060000 29.150 18.600 0.060000 29.152 18.600 0.060000 32.190 19.500 0.060000 32.194 19.500 0.060000 33.997 20.000 0.060000 34.000 20.000 0.060000 35.386 20.700 0.060000 35.390 20.700 0.060000 37.495 23.200 0.060000 37.500 23.200 0.060000 41.386 27.200 0.060000 41.390 27.200 0.060000 67.077 27.000 0.120000 67.080 27.000 0.120000 67.100 31.000 0.120000 --------------------------------------------------------------------- Name: XS_A0300A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 27.200 0.200000 26.396 25.300 0.200000 33.955 20.000 0.060000 34.877 19.400 0.060000 37.295 19.100 0.060000 40.709 19.200 0.060000 44.152 18.600 0.060000 47.194 19.500 0.060000 48.997 20.000 0.060000 50.386 20.700 0.060000 52.495 23.200 0.060000 56.386 27.200 0.060000 82.077 27.000 0.200000 --------------------------------------------------------------------- Name: XS_A0300A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.700 0.200000 0.100 28.100 0.200000 23.163 28.800 0.200000 32.099 23.200 0.060000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1288 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.459 20.500 0.060000 34.464 20.000 0.060000 39.061 19.700 0.060000 42.608 20.000 0.060000 46.922 18.800 0.060000 47.022 18.800 0.060000 49.426 19.000 0.060000 49.526 19.000 0.060000 50.779 20.500 0.060000 52.933 23.500 0.060000 55.169 24.000 0.060000 63.608 29.200 0.060000 63.700 34.700 0.060000 --------------------------------------------------------------------- Name: XS_A0310A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.700 0.120000 0.100 31.100 0.120000 0.510 31.000 0.120000 5.385 29.100 0.120000 11.504 27.700 0.120000 17.912 25.800 0.120000 24.390 24.000 0.060000 25.971 23.100 0.060000 27.620 22.600 0.060000 33.788 22.600 0.060000 36.207 22.800 0.060000 42.501 22.600 0.060000 48.957 22.400 0.060000 55.314 22.700 0.060000 58.137 23.500 0.060000 61.450 25.200 0.060000 65.768 29.300 0.120000 71.304 31.800 0.120000 73.004 32.200 0.120000 73.711 32.600 0.120000 73.800 34.700 0.120000 --------------------------------------------------------------------- Name: XS_A0320A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 34.700 0.200000 0.100 29.200 0.200000 10.920 30.400 0.200000 28.710 28.400 0.200000 32.760 26.100 0.060000 33.880 24.300 0.060000 34.700 21.400 0.060000 39.050 20.700 0.060000 42.400 21.000 0.060000 46.020 21.100 0.060000 49.750 21.100 0.060000 53.130 22.200 0.060000 54.430 24.400 0.060000 55.470 25.900 0.060000 58.170 27.700 0.200000 75.850 37.000 0.200000 --------------------------------------------------------------------- Name: XS_A0320A_US Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1289 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 36.000 0.140000 0.100 29.600 0.140000 19.660 30.000 0.140000 41.260 29.700 0.140000 44.940 26.100 0.060000 48.460 24.300 0.060000 49.630 23.600 0.060000 54.020 22.700 0.060000 58.200 22.400 0.060000 61.810 22.200 0.060000 65.420 22.800 0.060000 67.470 23.000 0.060000 68.990 24.300 0.060000 72.220 26.700 0.060000 81.320 28.100 0.200000 96.890 32.500 0.200000 122.270 33.100 0.200000 122.300 36.000 0.200000 --------------------------------------------------------------------- Name: XS_A0330A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 33.000 30.100 0.120000 33.000 30.100 0.120000 35.657 29.400 0.120000 38.598 28.600 0.120000 45.110 28.500 0.120000 50.203 26.700 0.060000 53.904 25.700 0.060000 56.450 24.700 0.060000 57.730 24.300 0.060000 58.438 23.700 0.060000 62.258 22.900 0.060000 64.782 22.500 0.060000 67.897 23.300 0.060000 71.011 24.000 0.060000 71.739 24.300 0.060000 73.012 24.600 0.060000 77.276 26.700 0.060000 83.431 29.400 0.060000 91.288 30.100 0.120000 --------------------------------------------------------------------- Name: XS_A0340A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 36.000 0.120000 0.100 31.500 0.120000 27.376 31.800 0.120000 35.981 31.100 0.120000 50.409 29.800 0.120000 61.071 24.500 0.050000 65.671 22.800 0.050000 70.367 23.200 0.050000 73.592 22.900 0.050000 76.651 24.000 0.050000 77.751 24.500 0.050000 80.890 27.900 0.050000 88.151 30.700 0.050000 118.313 34.900 0.150000 118.400 36.000 0.150000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1290 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XS_A0350A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 45.000 36.400 0.100000 57.000 30.500 0.060000 60.000 28.900 0.060000 74.000 26.400 0.060000 78.000 27.700 0.060000 79.000 29.700 0.060000 85.000 35.000 0.060000 110.000 36.000 0.100000 --------------------------------------------------------------------- Name: XS_A0370A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -10.000 40.600 0.100000 0.000 40.200 0.100000 0.000 40.200 0.100000 8.000 36.300 0.100000 11.000 36.200 0.035000 11.100 33.300 0.035000 12.000 33.200 0.035000 12.100 31.800 0.035000 24.100 31.800 0.035000 24.200 33.300 0.035000 25.000 33.400 0.035000 25.100 36.300 0.035000 28.000 36.400 0.035000 35.000 40.000 0.100000 45.000 40.100 0.100000 --------------------------------------------------------------------- Name: XS_A0390A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 42.200 0.100000 46.000 41.900 0.100000 63.500 38.300 0.035000 66.500 38.200 0.035000 66.600 35.200 0.035000 67.500 35.100 0.035000 67.600 33.700 0.035000 79.600 33.700 0.035000 79.700 35.200 0.035000 80.500 35.300 0.035000 80.600 38.200 0.035000 83.500 38.300 0.035000 89.500 41.200 0.035000 105.000 41.000 0.100000 155.000 41.700 0.100000 --------------------------------------------------------------------- Name: XS_A0440A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 82.000 48.700 0.100000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1291 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 97.000 42.000 0.050000 106.000 42.000 0.050000 121.000 50.550 0.050000 --------------------------------------------------------------------- Name: XS_A0460A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 82.000 48.700 0.100000 97.000 42.000 0.050000 106.000 42.000 0.050000 121.000 50.550 0.050000 --------------------------------------------------------------------- Name: XS_A0480A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 234.000 49.300 0.090000 251.000 42.900 0.050000 262.000 43.100 0.050000 283.000 52.450 0.050000 --------------------------------------------------------------------- Name: XS_A0500A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 211.000 50.060 0.100000 234.000 49.300 0.100000 251.000 42.900 0.050000 262.000 43.100 0.050000 283.000 52.450 0.050000 --------------------------------------------------------------------- Name: XS_A0520A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 41.000 51.600 0.100000 50.000 43.000 0.050000 62.000 43.000 0.050000 70.000 51.300 0.050000 --------------------------------------------------------------------- Name: XS_A0580A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 348.000 52.000 0.100000 361.000 46.500 0.050000 367.000 46.500 0.050000 381.000 51.400 0.050000 399.000 51.700 0.100000 --------------------------------------------------------------------- Name: XS_A0590A_DS Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1292 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.630 0.130000 4.898 50.450 0.130000 9.797 50.310 0.130000 14.695 50.170 0.130000 19.593 50.040 0.130000 24.491 49.890 0.130000 29.389 48.510 0.060000 34.288 49.120 0.060000 39.186 49.560 0.060000 44.084 49.920 0.060000 48.982 50.340 0.130000 53.881 50.160 0.130000 58.779 50.000 0.130000 63.677 50.070 0.130000 68.575 50.140 0.130000 73.473 50.150 0.130000 78.371 50.550 0.130000 83.270 50.580 0.130000 88.168 50.630 0.130000 93.066 50.660 0.130000 --------------------------------------------------------------------- Name: XS_A0590A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 260.000 50.800 0.150000 285.000 50.600 0.150000 310.000 50.200 0.150000 314.000 46.700 0.060000 323.000 46.700 0.060000 331.000 50.300 0.060000 381.000 50.100 0.150000 431.000 51.000 0.150000 481.000 51.800 0.150000 --------------------------------------------------------------------- Name: XS_A0800A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 17.110 0.100000 4.621 16.900 0.100000 9.242 14.640 0.050000 13.862 13.430 0.050000 18.483 13.430 0.050000 23.104 15.460 0.050000 27.725 15.840 0.050000 32.346 16.270 0.050000 36.967 17.100 0.100000 41.587 17.980 0.100000 --------------------------------------------------------------------- Name: XS_A0810A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 17.800 0.100000 4.753 17.020 0.100000 9.505 16.920 0.100000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1293 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 14.258 15.280 0.050000 19.010 16.960 0.050000 23.763 18.600 0.050000 28.516 18.600 0.100000 33.268 18.710 0.100000 38.021 19.000 0.100000 42.773 18.880 0.100000 47.526 19.070 0.100000 52.278 19.320 0.100000 --------------------------------------------------------------------- Name: XS_A0810A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 18.110 0.100000 4.770 17.220 0.100000 9.539 16.660 0.100000 14.309 15.320 0.050000 19.079 15.860 0.050000 23.848 16.410 0.050000 28.618 16.410 0.100000 33.387 16.950 0.100000 38.157 17.460 0.100000 42.927 17.450 0.100000 47.696 17.450 0.100000 52.466 17.480 0.100000 --------------------------------------------------------------------- Name: XS_A1200A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 19.240 0.100000 4.854 18.030 0.100000 9.709 16.470 0.100000 14.564 15.030 0.050000 19.418 14.240 0.050000 24.272 14.240 0.050000 29.127 14.660 0.050000 33.981 15.120 0.050000 38.836 15.500 0.050000 43.690 15.730 0.100000 48.545 15.860 0.100000 53.399 15.890 0.100000 67.963 17.240 0.100000 --------------------------------------------------------------------- Name: XS_A1200A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -100.000 21.800 0.130000 -75.000 21.100 0.130000 -50.000 20.200 0.130000 -25.000 19.800 0.130000 0.000 19.000 0.130000 8.000 17.000 0.060000 10.000 17.000 0.060000 18.000 19.000 0.060000 43.000 19.400 0.130000 93.000 19.600 0.130000 --------------------------------------------------------------------- Name: XS_A1210A Group: A $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1294 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 19.500 0.100000 4.699 18.910 0.100000 9.398 18.420 0.100000 14.097 17.860 0.100000 18.796 17.180 0.050000 23.495 16.350 0.050000 28.194 15.160 0.050000 32.894 15.030 0.050000 37.593 15.030 0.050000 42.291 17.010 0.050000 46.990 18.120 0.050000 51.690 18.920 0.100000 56.389 19.090 0.100000 --------------------------------------------------------------------- Name: XS_A1230A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 22.600 0.100000 4.855 22.600 0.100000 9.709 22.500 0.100000 14.564 22.400 0.100000 19.419 22.400 0.100000 24.273 22.300 0.100000 29.128 21.800 0.100000 33.983 20.000 0.050000 37.000 19.400 0.050000 39.000 19.400 0.050000 43.692 21.200 0.050000 48.546 22.400 0.100000 53.401 22.400 0.100000 58.256 22.200 0.100000 67.965 22.200 0.100000 --------------------------------------------------------------------- Name: XS_A1720A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -10.000 20.400 0.100000 0.000 19.140 0.100000 11.000 18.640 0.100000 16.000 19.140 0.100000 16.200 18.140 0.060000 19.000 17.640 0.060000 21.000 17.140 0.060000 24.000 16.640 0.060000 25.000 16.640 0.060000 29.000 17.140 0.060000 31.000 17.640 0.060000 33.000 18.140 0.060000 36.000 19.140 0.060000 46.000 20.800 0.100000 56.000 22.000 0.100000 --------------------------------------------------------------------- Name: XS_A1720A_US Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1295 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -50.000 20.400 0.100000 -40.000 20.000 0.100000 -30.000 19.600 0.100000 -15.000 19.500 0.100000 0.000 19.140 0.100000 4.000 18.640 0.060000 5.800 18.140 0.060000 7.700 17.640 0.060000 9.300 17.140 0.060000 10.300 16.640 0.060000 12.200 17.140 0.060000 14.200 17.640 0.060000 16.200 18.140 0.060000 20.000 19.140 0.060000 30.000 20.700 0.100000 40.000 21.300 0.100000 --------------------------------------------------------------------- Name: XS_A1780A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 24.100 0.140000 6.790 21.500 0.050000 8.983 21.800 0.050000 15.280 24.000 0.050000 42.241 24.500 0.140000 65.377 24.300 0.140000 --------------------------------------------------------------------- Name: XS_A1970A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -10.000 35.400 0.100000 0.000 31.380 0.100000 4.659 29.390 0.080000 9.317 27.810 0.080000 13.976 26.680 0.080000 18.634 26.060 0.080000 23.293 28.550 0.080000 27.951 28.550 0.080000 32.610 30.280 0.080000 40.000 31.500 0.120000 --------------------------------------------------------------------- Name: XS_A1970A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 37.540 0.100000 4.835 35.180 0.100000 9.670 35.180 0.100000 14.505 33.690 0.080000 19.340 33.010 0.080000 24.175 32.620 0.080000 29.011 32.910 0.080000 33.846 32.990 0.080000 38.681 34.070 0.080000 43.516 34.350 0.080000 48.351 34.220 0.120000 53.186 34.220 0.120000 58.021 35.880 0.120000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1296 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A --------------------------------------------------------------------- Name: XS_A2380A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 49.540 0.100000 18.000 43.440 0.100000 24.000 43.140 0.100000 30.000 43.340 0.100000 56.000 49.640 0.100000 --------------------------------------------------------------------- Name: XS_A2380A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 54.700 0.120000 4.617 53.800 0.120000 9.233 53.800 0.120000 13.850 53.100 0.120000 18.467 51.400 0.100000 23.083 50.700 0.100000 27.700 50.900 0.100000 32.316 51.500 0.100000 36.933 52.300 0.100000 41.549 52.900 0.100000 46.166 52.900 0.180000 50.783 53.600 0.180000 55.399 54.400 0.180000 --------------------------------------------------------------------- Name: XS_A2400A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.140 0.070000 7.000 52.790 0.070000 9.000 52.790 0.070000 18.000 57.140 0.070000 20.000 58.140 0.070000 --------------------------------------------------------------------- Name: XS_A2400A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 58.450 0.060000 6.000 56.740 0.060000 8.000 56.740 0.060000 15.000 58.960 0.060000 --------------------------------------------------------------------- Name: XS_A2410A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 59.370 0.200000 4.562 59.180 0.200000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1297 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 9.125 58.940 0.200000 13.687 58.420 0.070000 18.249 58.210 0.070000 22.811 59.550 0.070000 27.373 59.550 0.200000 --------------------------------------------------------------------- Name: XS_A2520A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 65.140 0.060000 1.000 64.140 0.060000 3.000 63.140 0.060000 4.000 62.140 0.060000 5.000 61.140 0.060000 5.500 60.140 0.060000 12.000 62.140 0.060000 15.000 64.140 0.060000 16.000 65.140 0.060000 --------------------------------------------------------------------- Name: XS_A2520A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- -5.000 66.200 0.120000 0.000 65.820 0.120000 4.386 65.170 0.070000 8.772 65.170 0.070000 13.158 64.480 0.070000 17.544 64.440 0.070000 21.930 66.350 0.070000 26.316 67.510 0.120000 --------------------------------------------------------------------- Name: XS_A3230A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 67.550 0.120000 12.000 60.990 0.080000 17.500 59.460 0.080000 21.500 59.460 0.080000 24.000 61.390 0.080000 28.000 67.710 0.080000 --------------------------------------------------------------------- Name: XS_A3230A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 61.810 0.060000 4.000 61.130 0.060000 12.000 56.920 0.060000 16.000 56.920 0.060000 22.000 67.370 0.060000 --------------------------------------------------------------------- Name: XS_A3250A_DS Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1298 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 66.620 0.070000 12.000 61.720 0.070000 24.000 66.620 0.070000 --------------------------------------------------------------------- Name: XS_A3250A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 67.720 0.070000 6.000 67.400 0.070000 17.000 65.950 0.070000 26.000 62.820 0.070000 37.000 67.650 0.070000 --------------------------------------------------------------------- Name: XS_A3260A Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 68.650 0.100000 11.000 68.280 0.100000 22.000 67.780 0.100000 30.500 66.150 0.070000 37.000 68.010 0.070000 42.500 67.990 0.100000 49.000 68.050 0.100000 --------------------------------------------------------------------- Name: XS_A3350A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 57.760 0.170000 4.802 57.280 0.170000 9.603 56.200 0.090000 14.405 56.800 0.090000 19.206 57.780 0.090000 24.008 58.870 0.170000 28.810 60.230 0.170000 --------------------------------------------------------------------- Name: XS_A3350A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 62.100 0.080000 5.000 61.500 0.080000 10.000 61.000 0.080000 15.000 60.800 0.080000 20.000 61.200 0.080000 25.000 62.400 0.080000 30.000 63.600 0.080000 --------------------------------------------------------------------- Name: XS_A3370A Group: A Encroachment: No $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1299 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 61.100 0.150000 4.807 60.000 0.070000 9.615 59.300 0.070000 14.422 60.100 0.070000 19.229 61.100 0.100000 24.037 62.000 0.100000 28.844 62.100 0.100000 --------------------------------------------------------------------- Name: XS_A3520A_DS Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 48.140 0.070000 4.000 47.140 0.070000 10.000 46.140 0.070000 14.000 45.140 0.070000 19.000 44.140 0.070000 24.000 45.140 0.070000 26.000 46.140 0.070000 28.000 47.140 0.070000 30.000 48.140 0.070000 31.000 49.140 0.100000 32.000 50.140 0.100000 33.000 51.140 0.100000 34.000 52.140 0.100000 35.000 53.140 0.100000 36.000 54.140 0.100000 37.000 55.140 0.100000 --------------------------------------------------------------------- Name: XS_A3520A_US Group: A Encroachment: No Station(ft) Elevation(ft) Manning's N --------------- --------------- --------------- 0.000 50.140 0.060000 5.000 49.140 0.060000 10.000 49.140 0.060000 14.000 50.140 0.060000 22.000 51.140 0.100000 ========================================================================================== ==== Operating Tables ==================================================================== ========================================================================================== Name: RA0040A Group: A Type: Rating Curve (WSPRO Generated) Function: Family of Tailwater-Headwater-Discharge Relationships Tailwater(ft) Headwater(ft) Discharge(cfs) --------------- --------------- --------------- 0.250 0.25 0.00 0.250 2.18 10.00 0.250 2.44 20.00 0.250 2.62 30.00 0.250 3.07 40.00 0.250 3.59 50.00 0.250 3.48 60.00 0.250 3.58 70.00 0.250 3.68 80.00 0.250 3.77 90.00 0.250 3.87 100.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1300 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 0.250 3.95 110.00 0.250 4.04 120.00 0.250 4.12 130.00 0.250 4.21 140.00 0.250 4.28 150.00 0.250 4.37 160.00 0.250 4.45 170.00 0.250 4.51 180.00 0.250 4.59 190.00 0.250 4.66 200.00 0.250 4.73 210.00 0.250 4.81 220.00 0.250 4.87 230.00 0.250 4.93 240.00 0.250 5.00 250.00 1.000 1.00 0.00 1.000 1.17 10.00 1.000 1.71 20.00 1.000 2.62 30.00 1.000 3.07 40.00 1.000 3.59 50.00 1.000 3.48 60.00 1.000 3.58 70.00 1.000 3.68 80.00 1.000 3.77 90.00 1.000 3.87 100.00 1.000 3.95 110.00 1.000 4.04 120.00 1.000 4.12 130.00 1.000 4.21 140.00 1.000 4.28 150.00 1.000 4.37 160.00 1.000 4.45 170.00 1.000 4.51 180.00 1.000 4.59 190.00 1.000 4.66 200.00 1.000 4.73 210.00 1.000 4.81 220.00 1.000 4.87 230.00 1.000 4.93 240.00 1.000 5.00 250.00 2.000 2.00 0.00 2.000 2.02 10.00 2.000 2.06 20.00 2.000 2.14 30.00 2.000 2.26 40.00 2.000 2.41 50.00 2.000 3.48 60.00 2.000 3.57 70.00 2.000 3.67 80.00 2.000 3.76 90.00 2.000 3.86 100.00 2.000 3.95 110.00 2.000 4.04 120.00 2.000 4.12 130.00 2.000 4.21 140.00 2.000 4.29 150.00 2.000 4.37 160.00 2.000 4.45 170.00 2.000 4.51 180.00 2.000 4.59 190.00 2.000 4.66 200.00 2.000 4.73 210.00 2.000 4.81 220.00 2.000 4.87 230.00 2.000 4.93 240.00 2.000 5.00 250.00 3.000 3.00 0.00 3.000 3.00 10.00 3.000 3.02 20.00 3.000 3.03 30.00 3.000 3.06 40.00 3.000 3.10 50.00 3.000 3.47 60.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1301 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 3.000 3.57 70.00 3.000 3.67 80.00 3.000 3.76 90.00 3.000 3.85 100.00 3.000 3.93 110.00 3.000 4.02 120.00 3.000 4.09 130.00 3.000 4.18 140.00 3.000 4.26 150.00 3.000 4.33 160.00 3.000 4.42 170.00 3.000 4.48 180.00 3.000 4.55 190.00 3.000 4.62 200.00 3.000 4.71 210.00 3.000 4.79 220.00 3.000 4.85 230.00 3.000 4.91 240.00 3.000 4.98 250.00 3.000 5.05 260.00 3.000 5.10 270.00 3.000 5.17 280.00 3.000 5.22 290.00 3.000 5.29 300.00 3.000 5.35 310.00 3.000 5.41 320.00 3.000 5.46 330.00 3.000 5.52 340.00 3.000 5.58 350.00 3.000 5.63 360.00 3.000 5.69 370.00 3.000 5.75 380.00 3.000 5.80 390.00 3.000 5.85 400.00 3.000 5.90 410.00 3.000 5.95 420.00 3.000 6.01 430.00 3.000 6.06 440.00 3.000 6.10 450.00 3.000 6.16 460.00 3.000 6.21 470.00 3.000 6.26 480.00 3.000 6.30 490.00 3.000 6.35 500.00 4.000 4.00 0.00 4.000 4.00 10.00 4.000 4.00 20.00 4.000 4.01 30.00 4.000 4.02 40.00 4.000 4.02 50.00 4.000 4.03 60.00 4.000 4.05 70.00 4.000 4.06 80.00 4.000 4.08 90.00 4.000 4.10 100.00 4.000 4.12 110.00 4.000 4.15 120.00 4.000 4.17 130.00 4.000 4.20 140.00 4.000 4.25 150.00 4.000 4.33 160.00 4.000 4.42 170.00 4.000 4.48 180.00 4.000 4.55 190.00 4.000 4.62 200.00 4.000 4.69 210.00 4.000 4.77 220.00 4.000 4.83 230.00 4.000 4.89 240.00 4.000 4.96 250.00 4.000 5.02 260.00 4.000 5.08 270.00 4.000 5.14 280.00 4.000 5.20 290.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1302 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 4.000 5.26 300.00 4.000 5.32 310.00 4.000 5.38 320.00 4.000 5.43 330.00 4.000 5.50 340.00 4.000 5.55 350.00 4.000 5.60 360.00 4.000 5.66 370.00 4.000 5.72 380.00 4.000 5.77 390.00 4.000 5.82 400.00 4.000 5.87 410.00 4.000 5.92 420.00 4.000 5.97 430.00 4.000 6.02 440.00 4.000 6.07 450.00 4.000 6.12 460.00 4.000 6.17 470.00 4.000 6.22 480.00 4.000 6.26 490.00 4.000 6.32 500.00 5.000 5.00 0.00 5.000 5.00 10.00 5.000 5.00 20.00 5.000 5.00 30.00 5.000 5.01 40.00 5.000 5.01 50.00 5.000 5.01 60.00 5.000 5.02 70.00 5.000 5.02 80.00 5.000 5.03 90.00 5.000 5.04 100.00 5.000 5.04 110.00 5.000 5.05 120.00 5.000 5.06 130.00 5.000 5.07 140.00 5.000 5.08 150.00 5.000 5.10 160.00 5.000 5.11 170.00 5.000 5.12 180.00 5.000 5.14 190.00 5.000 5.15 200.00 5.000 5.17 210.00 5.000 5.19 220.00 5.000 5.20 230.00 5.000 5.22 240.00 5.000 5.25 250.00 5.000 5.27 260.00 5.000 5.29 270.00 5.000 5.32 280.00 5.000 5.34 290.00 5.000 5.37 300.00 5.000 5.40 310.00 5.000 5.43 320.00 5.000 5.46 330.00 5.000 5.49 340.00 5.000 5.55 350.00 5.000 5.60 360.00 5.000 5.66 370.00 5.000 5.71 380.00 5.000 5.77 390.00 5.000 5.82 400.00 5.000 5.87 410.00 5.000 5.92 420.00 5.000 5.97 430.00 5.000 6.02 440.00 5.000 6.07 450.00 5.000 6.12 460.00 5.000 6.17 470.00 5.000 6.22 480.00 5.000 6.26 490.00 5.000 6.32 500.00 5.000 6.36 510.00 5.000 6.41 520.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1303 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 5.000 6.46 530.00 5.000 6.50 540.00 5.000 6.55 550.00 5.000 6.60 560.00 5.000 6.66 570.00 5.000 6.72 580.00 5.000 6.77 590.00 5.000 6.82 600.00 5.000 6.88 610.00 5.000 6.93 620.00 5.000 6.98 630.00 5.000 7.02 640.00 5.000 7.06 650.00 5.000 7.11 660.00 5.000 7.16 670.00 5.000 7.20 680.00 5.000 7.23 690.00 5.000 7.27 700.00 5.000 7.30 710.00 5.000 7.34 720.00 5.000 7.42 730.00 5.000 7.45 740.00 5.000 7.49 750.00 5.000 7.52 760.00 5.000 7.56 770.00 5.000 7.59 780.00 5.000 7.63 790.00 5.000 7.66 800.00 5.000 7.70 810.00 5.000 7.73 820.00 5.000 7.76 830.00 5.000 7.80 840.00 5.000 7.83 850.00 5.000 7.91 860.00 5.000 7.95 870.00 5.000 7.98 880.00 5.000 8.01 890.00 5.000 8.04 900.00 5.000 8.08 910.00 5.000 8.11 920.00 5.000 8.14 930.00 5.000 8.18 940.00 5.000 8.21 950.00 5.000 8.24 960.00 5.000 8.27 970.00 5.000 8.30 980.00 5.000 8.33 990.00 5.000 8.36 1000.00 6.000 6.00 0.00 6.000 6.00 10.00 6.000 6.00 20.00 6.000 6.00 30.00 6.000 6.00 40.00 6.000 6.00 50.00 6.000 6.01 60.00 6.000 6.01 70.00 6.000 6.01 80.00 6.000 6.01 90.00 6.000 6.02 100.00 6.000 6.02 110.00 6.000 6.03 120.00 6.000 6.03 130.00 6.000 6.04 140.00 6.000 6.04 150.00 6.000 6.05 160.00 6.000 6.05 170.00 6.000 6.06 180.00 6.000 6.07 190.00 6.000 6.07 200.00 6.000 6.08 210.00 6.000 6.09 220.00 6.000 6.10 230.00 6.000 6.11 240.00 6.000 6.12 250.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1304 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 6.000 6.13 260.00 6.000 6.14 270.00 6.000 6.15 280.00 6.000 6.16 290.00 6.000 6.17 300.00 6.000 6.18 310.00 6.000 6.19 320.00 6.000 6.21 330.00 6.000 6.22 340.00 6.000 6.23 350.00 6.000 6.25 360.00 6.000 6.26 370.00 6.000 6.28 380.00 6.000 6.30 390.00 6.000 6.31 400.00 6.000 6.33 410.00 6.000 6.35 420.00 6.000 6.37 430.00 6.000 6.39 440.00 6.000 6.41 450.00 6.000 6.43 460.00 6.000 6.45 470.00 6.000 6.47 480.00 6.000 6.49 490.00 6.000 6.52 500.00 6.000 6.54 510.00 6.000 6.56 520.00 6.000 6.62 530.00 6.000 6.65 540.00 6.000 6.68 550.00 6.000 6.71 560.00 6.000 6.74 570.00 6.000 6.77 580.00 6.000 6.81 590.00 6.000 6.87 600.00 6.000 6.92 610.00 6.000 6.97 620.00 6.000 7.02 630.00 6.000 7.06 640.00 6.000 7.11 650.00 6.000 7.16 660.00 6.000 7.20 670.00 6.000 7.24 680.00 6.000 7.27 690.00 6.000 7.31 700.00 6.000 7.35 710.00 6.000 7.38 720.00 6.000 7.42 730.00 6.000 7.45 740.00 6.000 7.49 750.00 6.000 7.52 760.00 6.000 7.56 770.00 6.000 7.59 780.00 6.000 7.63 790.00 6.000 7.66 800.00 6.000 7.70 810.00 6.000 7.73 820.00 6.000 7.76 830.00 6.000 7.80 840.00 6.000 7.83 850.00 6.000 7.87 860.00 6.000 7.90 870.00 6.000 7.93 880.00 6.000 7.96 890.00 6.000 8.00 900.00 6.000 8.03 910.00 6.000 8.06 920.00 6.000 8.09 930.00 6.000 8.13 940.00 6.000 8.16 950.00 6.000 8.19 960.00 6.000 8.22 970.00 6.000 8.25 980.00 6.000 8.28 990.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1305 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 6.000 8.31 1000.00 7.000 7.00 0.00 7.000 7.00 20.00 7.000 7.00 40.00 7.000 7.00 60.00 7.000 7.01 80.00 7.000 7.01 100.00 7.000 7.01 120.00 7.000 7.02 140.00 7.000 7.02 160.00 7.000 7.03 180.00 7.000 7.04 200.00 7.000 7.04 220.00 7.000 7.05 240.00 7.000 7.06 260.00 7.000 7.07 280.00 7.000 7.08 300.00 7.000 7.10 320.00 7.000 7.11 340.00 7.000 7.12 360.00 7.000 7.14 380.00 7.000 7.15 400.00 7.000 7.17 420.00 7.000 7.19 440.00 7.000 7.20 460.00 7.000 7.22 480.00 7.000 7.25 500.00 7.000 7.27 520.00 7.000 7.29 540.00 7.000 7.31 560.00 7.000 7.34 580.00 7.000 7.37 600.00 7.000 7.40 620.00 7.000 7.43 640.00 7.000 7.46 660.00 7.000 7.49 680.00 7.000 7.52 700.00 7.000 7.56 720.00 7.000 7.60 740.00 7.000 7.64 760.00 7.000 7.68 780.00 7.000 7.73 800.00 7.000 7.78 820.00 7.000 7.83 840.00 7.000 7.88 860.00 7.000 7.93 880.00 7.000 7.99 900.00 7.000 8.05 920.00 7.000 8.12 940.00 7.000 8.19 960.00 7.000 8.25 980.00 7.000 8.31 1000.00 7.000 8.37 1020.00 7.000 8.44 1040.00 7.000 8.50 1060.00 7.000 8.56 1080.00 7.000 8.62 1100.00 7.000 8.68 1120.00 7.000 8.74 1140.00 7.000 8.79 1160.00 7.000 8.85 1180.00 7.000 8.91 1200.00 7.000 8.97 1220.00 7.000 9.02 1240.00 7.000 9.08 1260.00 7.000 9.14 1280.00 7.000 9.19 1300.00 7.000 9.25 1320.00 7.000 9.30 1340.00 7.000 9.36 1360.00 7.000 9.41 1380.00 7.000 9.46 1400.00 7.000 9.52 1420.00 7.000 9.57 1440.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1306 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 7.000 9.62 1460.00 7.000 9.67 1480.00 7.000 9.73 1500.00 7.000 9.78 1520.00 7.000 9.83 1540.00 7.000 9.88 1560.00 7.000 9.93 1580.00 7.000 9.98 1600.00 7.000 10.03 1620.00 7.000 10.08 1640.00 7.000 10.13 1660.00 7.000 10.18 1680.00 7.000 10.23 1700.00 7.000 10.28 1720.00 7.000 10.33 1740.00 7.000 10.37 1760.00 7.000 10.42 1780.00 7.000 10.47 1800.00 7.000 10.51 1820.00 7.000 10.57 1840.00 7.000 10.61 1860.00 7.000 10.66 1880.00 7.000 10.71 1900.00 7.000 10.75 1920.00 7.000 10.79 1940.00 7.000 10.84 1960.00 7.000 10.89 1980.00 7.000 10.93 2000.00 7.000 10.98 2020.00 7.000 11.02 2040.00 7.000 11.07 2060.00 7.000 11.11 2080.00 7.000 11.16 2100.00 7.000 11.20 2120.00 7.000 11.24 2140.00 7.000 11.29 2160.00 7.000 11.33 2180.00 7.000 11.37 2200.00 7.000 11.41 2220.00 7.000 11.46 2240.00 7.000 11.50 2260.00 7.000 11.54 2280.00 7.000 11.58 2300.00 7.000 11.62 2320.00 7.000 11.66 2340.00 7.000 11.70 2360.00 7.000 11.75 2380.00 7.000 11.78 2400.00 7.000 11.83 2420.00 7.000 11.87 2440.00 7.000 11.91 2460.00 7.000 11.95 2480.00 7.000 11.99 2500.00 7.000 12.03 2520.00 7.000 12.06 2540.00 7.000 12.11 2560.00 7.000 12.14 2580.00 7.000 12.18 2600.00 7.000 12.22 2620.00 7.000 12.26 2640.00 7.000 12.38 2660.00 7.000 12.42 2680.00 7.000 12.45 2700.00 7.000 12.49 2720.00 7.000 12.52 2740.00 7.000 12.57 2760.00 7.000 12.60 2780.00 7.000 12.64 2800.00 7.000 12.68 2820.00 7.000 12.72 2840.00 7.000 12.76 2860.00 7.000 12.79 2880.00 7.000 12.83 2900.00 7.000 12.86 2920.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1307 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 7.000 12.90 2940.00 7.000 12.94 2960.00 7.000 12.98 2980.00 7.000 13.02 3000.00 8.000 8.00 0.00 8.000 8.00 20.00 8.000 8.00 40.00 8.000 8.00 60.00 8.000 8.00 80.00 8.000 8.01 100.00 8.000 8.01 120.00 8.000 8.01 140.00 8.000 8.01 160.00 8.000 8.02 180.00 8.000 8.02 200.00 8.000 8.02 220.00 8.000 8.03 240.00 8.000 8.03 260.00 8.000 8.04 280.00 8.000 8.05 300.00 8.000 8.05 320.00 8.000 8.06 340.00 8.000 8.07 360.00 8.000 8.07 380.00 8.000 8.08 400.00 8.000 8.09 420.00 8.000 8.10 440.00 8.000 8.11 460.00 8.000 8.12 480.00 8.000 8.13 500.00 8.000 8.14 520.00 8.000 8.15 540.00 8.000 8.16 560.00 8.000 8.17 580.00 8.000 8.19 600.00 8.000 8.20 620.00 8.000 8.21 640.00 8.000 8.23 660.00 8.000 8.24 680.00 8.000 8.26 700.00 8.000 8.28 720.00 8.000 8.29 740.00 8.000 8.31 760.00 8.000 8.33 780.00 8.000 8.35 800.00 8.000 8.37 820.00 8.000 8.39 840.00 8.000 8.41 860.00 8.000 8.44 880.00 8.000 8.46 900.00 8.000 8.48 920.00 8.000 8.51 940.00 8.000 8.53 960.00 8.000 8.56 980.00 8.000 8.59 1000.00 8.000 8.62 1020.00 8.000 8.65 1040.00 8.000 8.68 1060.00 8.000 8.71 1080.00 8.000 8.75 1100.00 8.000 8.78 1120.00 8.000 8.82 1140.00 8.000 8.86 1160.00 8.000 8.90 1180.00 8.000 8.94 1200.00 8.000 8.98 1220.00 8.000 9.02 1240.00 8.000 9.07 1260.00 8.000 9.12 1280.00 8.000 9.17 1300.00 8.000 9.22 1320.00 8.000 9.28 1340.00 8.000 9.33 1360.00 8.000 9.39 1380.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1308 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 8.000 9.45 1400.00 8.000 9.51 1420.00 8.000 9.57 1440.00 8.000 9.62 1460.00 8.000 9.67 1480.00 8.000 9.73 1500.00 8.000 9.78 1520.00 8.000 9.83 1540.00 8.000 9.88 1560.00 8.000 9.93 1580.00 8.000 9.98 1600.00 8.000 10.03 1620.00 8.000 10.08 1640.00 8.000 10.13 1660.00 8.000 10.18 1680.00 8.000 10.23 1700.00 8.000 10.28 1720.00 8.000 10.33 1740.00 8.000 10.37 1760.00 8.000 10.42 1780.00 8.000 10.47 1800.00 8.000 10.51 1820.00 8.000 10.57 1840.00 8.000 10.61 1860.00 8.000 10.66 1880.00 8.000 10.71 1900.00 8.000 10.75 1920.00 8.000 10.79 1940.00 8.000 10.84 1960.00 8.000 10.89 1980.00 8.000 10.93 2000.00 8.000 10.98 2020.00 8.000 11.03 2040.00 8.000 11.07 2060.00 8.000 11.11 2080.00 8.000 11.16 2100.00 8.000 11.20 2120.00 8.000 11.24 2140.00 8.000 11.29 2160.00 8.000 11.33 2180.00 8.000 11.37 2200.00 8.000 11.42 2220.00 8.000 11.46 2240.00 8.000 11.50 2260.00 8.000 11.54 2280.00 8.000 11.59 2300.00 8.000 11.63 2320.00 8.000 11.66 2340.00 8.000 11.70 2360.00 8.000 11.75 2380.00 8.000 11.78 2400.00 8.000 11.83 2420.00 8.000 11.87 2440.00 8.000 11.91 2460.00 8.000 11.95 2480.00 8.000 11.99 2500.00 8.000 12.03 2520.00 8.000 12.06 2540.00 8.000 12.11 2560.00 8.000 12.14 2580.00 8.000 12.18 2600.00 8.000 12.22 2620.00 8.000 12.26 2640.00 8.000 12.30 2660.00 8.000 12.34 2680.00 8.000 12.45 2700.00 8.000 12.49 2720.00 8.000 12.52 2740.00 8.000 12.57 2760.00 8.000 12.60 2780.00 8.000 12.64 2800.00 8.000 12.68 2820.00 8.000 12.72 2840.00 8.000 12.76 2860.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1309 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 8.000 12.79 2880.00 8.000 12.83 2900.00 8.000 12.86 2920.00 8.000 12.90 2940.00 8.000 12.94 2960.00 8.000 12.98 2980.00 8.000 13.02 3000.00 9.000 9.00 0.00 9.000 9.00 50.00 9.000 9.00 100.00 9.000 9.01 150.00 9.000 9.01 200.00 9.000 9.02 250.00 9.000 9.03 300.00 9.000 9.04 350.00 9.000 9.05 400.00 9.000 9.06 450.00 9.000 9.08 500.00 9.000 9.09 550.00 9.000 9.11 600.00 9.000 9.13 650.00 9.000 9.15 700.00 9.000 9.17 750.00 9.000 9.20 800.00 9.000 9.23 850.00 9.000 9.26 900.00 9.000 9.29 950.00 9.000 9.32 1000.00 9.000 9.36 1050.00 9.000 9.40 1100.00 9.000 9.44 1150.00 9.000 9.49 1200.00 9.000 9.54 1250.00 9.000 9.59 1300.00 9.000 9.65 1350.00 9.000 9.71 1400.00 9.000 9.78 1450.00 9.000 9.85 1500.00 9.000 9.93 1550.00 9.000 10.01 1600.00 9.000 10.09 1650.00 9.000 10.19 1700.00 9.000 10.30 1750.00 9.000 10.41 1800.00 9.000 10.53 1850.00 9.000 10.66 1900.00 9.000 10.81 1950.00 9.000 10.93 2000.00 9.000 11.04 2050.00 9.000 11.16 2100.00 9.000 11.27 2150.00 9.000 11.37 2200.00 9.000 11.48 2250.00 9.000 11.58 2300.00 9.000 11.68 2350.00 9.000 11.78 2400.00 9.000 11.89 2450.00 9.000 11.99 2500.00 9.000 12.08 2550.00 9.000 12.18 2600.00 9.000 12.28 2650.00 9.000 12.38 2700.00 9.000 12.47 2750.00 9.000 12.64 2800.00 9.000 12.74 2850.00 9.000 12.83 2900.00 9.000 12.92 2950.00 9.000 13.02 3000.00 9.000 13.10 3050.00 9.000 13.20 3100.00 9.000 13.28 3150.00 9.000 13.38 3200.00 9.000 13.46 3250.00 9.000 13.55 3300.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1310 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 9.000 13.63 3350.00 9.000 13.72 3400.00 9.000 13.80 3450.00 9.000 13.89 3500.00 9.000 13.97 3550.00 9.000 14.05 3600.00 9.000 14.15 3650.00 9.000 14.22 3700.00 9.000 14.30 3750.00 9.000 14.38 3800.00 9.000 14.46 3850.00 9.000 14.55 3900.00 9.000 14.62 3950.00 9.000 14.70 4000.00 9.000 14.78 4050.00 9.000 14.86 4100.00 9.000 14.93 4150.00 9.000 15.01 4200.00 9.000 15.09 4250.00 9.000 15.16 4300.00 9.000 15.24 4350.00 9.000 15.31 4400.00 9.000 15.38 4450.00 9.000 15.46 4500.00 9.000 15.53 4550.00 9.000 15.60 4600.00 9.000 15.67 4650.00 9.000 15.74 4700.00 9.000 15.82 4750.00 9.000 15.89 4800.00 9.000 15.96 4850.00 9.000 16.03 4900.00 9.000 16.09 4950.00 9.000 16.14 5000.00 10.000 10.00 0.00 10.000 10.00 50.00 10.000 10.00 100.00 10.000 10.00 150.00 10.000 10.01 200.00 10.000 10.01 250.00 10.000 10.02 300.00 10.000 10.02 350.00 10.000 10.03 400.00 10.000 10.04 450.00 10.000 10.05 500.00 10.000 10.06 550.00 10.000 10.07 600.00 10.000 10.08 650.00 10.000 10.10 700.00 10.000 10.11 750.00 10.000 10.13 800.00 10.000 10.14 850.00 10.000 10.16 900.00 10.000 10.18 950.00 10.000 10.20 1000.00 10.000 10.22 1050.00 10.000 10.24 1100.00 10.000 10.27 1150.00 10.000 10.30 1200.00 10.000 10.32 1250.00 10.000 10.35 1300.00 10.000 10.38 1350.00 10.000 10.42 1400.00 10.000 10.45 1450.00 10.000 10.49 1500.00 10.000 10.53 1550.00 10.000 10.57 1600.00 10.000 10.61 1650.00 10.000 10.66 1700.00 10.000 10.71 1750.00 10.000 10.76 1800.00 10.000 10.82 1850.00 10.000 10.88 1900.00 10.000 10.94 1950.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1311 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 10.000 11.00 2000.00 10.000 11.07 2050.00 10.000 11.15 2100.00 10.000 11.23 2150.00 10.000 11.31 2200.00 10.000 11.40 2250.00 10.000 11.49 2300.00 10.000 11.59 2350.00 10.000 11.69 2400.00 10.000 11.81 2450.00 10.000 11.94 2500.00 10.000 12.06 2550.00 10.000 12.18 2600.00 10.000 12.28 2650.00 10.000 12.45 2700.00 10.000 12.54 2750.00 10.000 12.64 2800.00 10.000 12.74 2850.00 10.000 12.83 2900.00 10.000 12.91 2950.00 10.000 13.01 3000.00 10.000 13.10 3050.00 10.000 13.19 3100.00 10.000 13.28 3150.00 10.000 13.38 3200.00 10.000 13.46 3250.00 10.000 13.55 3300.00 10.000 13.63 3350.00 10.000 13.72 3400.00 10.000 13.80 3450.00 10.000 13.89 3500.00 10.000 13.97 3550.00 10.000 14.05 3600.00 10.000 14.14 3650.00 10.000 14.22 3700.00 10.000 14.30 3750.00 10.000 14.38 3800.00 10.000 14.46 3850.00 10.000 14.54 3900.00 10.000 14.62 3950.00 10.000 14.70 4000.00 10.000 14.78 4050.00 10.000 14.86 4100.00 10.000 14.93 4150.00 10.000 15.01 4200.00 10.000 15.09 4250.00 10.000 15.16 4300.00 10.000 15.24 4350.00 10.000 15.31 4400.00 10.000 15.38 4450.00 10.000 15.46 4500.00 10.000 15.53 4550.00 10.000 15.60 4600.00 10.000 15.67 4650.00 10.000 15.74 4700.00 10.000 15.82 4750.00 10.000 15.89 4800.00 10.000 15.96 4850.00 10.000 16.03 4900.00 10.000 16.09 4950.00 10.000 16.14 5000.00 11.000 11.00 0.00 11.000 11.00 50.00 11.000 11.00 100.00 11.000 11.00 150.00 11.000 11.01 200.00 11.000 11.01 250.00 11.000 11.01 300.00 11.000 11.02 350.00 11.000 11.02 400.00 11.000 11.03 450.00 11.000 11.03 500.00 11.000 11.04 550.00 11.000 11.05 600.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1312 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 11.000 11.06 650.00 11.000 11.07 700.00 11.000 11.07 750.00 11.000 11.09 800.00 11.000 11.10 850.00 11.000 11.11 900.00 11.000 11.12 950.00 11.000 11.13 1000.00 11.000 11.15 1050.00 11.000 11.16 1100.00 11.000 11.18 1150.00 11.000 11.20 1200.00 11.000 11.21 1250.00 11.000 11.23 1300.00 11.000 11.25 1350.00 11.000 11.27 1400.00 11.000 11.29 1450.00 11.000 11.32 1500.00 11.000 11.34 1550.00 11.000 11.36 1600.00 11.000 11.39 1650.00 11.000 11.42 1700.00 11.000 11.44 1750.00 11.000 11.47 1800.00 11.000 11.50 1850.00 11.000 11.54 1900.00 11.000 11.57 1950.00 11.000 11.64 2000.00 11.000 11.68 2050.00 11.000 11.72 2100.00 11.000 11.76 2150.00 11.000 11.81 2200.00 11.000 11.85 2250.00 11.000 11.90 2300.00 11.000 11.95 2350.00 11.000 12.00 2400.00 11.000 12.06 2450.00 11.000 12.12 2500.00 11.000 12.18 2550.00 11.000 12.25 2600.00 11.000 12.31 2650.00 11.000 12.38 2700.00 11.000 12.46 2750.00 11.000 12.54 2800.00 11.000 12.62 2850.00 11.000 12.70 2900.00 11.000 12.79 2950.00 11.000 12.89 3000.00 11.000 12.99 3050.00 11.000 13.10 3100.00 11.000 13.20 3150.00 11.000 13.30 3200.00 11.000 13.41 3250.00 11.000 13.52 3300.00 11.000 13.62 3350.00 11.000 13.71 3400.00 11.000 13.80 3450.00 11.000 13.89 3500.00 11.000 13.96 3550.00 11.000 14.05 3600.00 11.000 14.14 3650.00 11.000 14.21 3700.00 11.000 14.30 3750.00 11.000 14.38 3800.00 11.000 14.45 3850.00 11.000 14.54 3900.00 11.000 14.61 3950.00 11.000 14.69 4000.00 11.000 14.77 4050.00 11.000 14.85 4100.00 11.000 14.93 4150.00 11.000 15.01 4200.00 11.000 15.08 4250.00 11.000 15.16 4300.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1313 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 11.000 15.23 4350.00 11.000 15.31 4400.00 11.000 15.38 4450.00 11.000 15.45 4500.00 11.000 15.53 4550.00 11.000 15.60 4600.00 11.000 15.67 4650.00 11.000 15.74 4700.00 11.000 15.82 4750.00 11.000 15.89 4800.00 11.000 15.95 4850.00 11.000 16.03 4900.00 11.000 16.09 4950.00 11.000 16.14 5000.00 11.000 16.19 5050.00 11.000 16.24 5100.00 11.000 16.31 5150.00 11.000 16.35 5200.00 11.000 16.40 5250.00 11.000 16.44 5300.00 11.000 16.49 5350.00 11.000 16.53 5400.00 11.000 16.59 5450.00 11.000 16.63 5500.00 11.000 16.68 5550.00 11.000 16.72 5600.00 11.000 16.78 5650.00 11.000 16.82 5700.00 11.000 16.86 5750.00 11.000 16.90 5800.00 11.000 16.95 5850.00 11.000 16.99 5900.00 11.000 17.04 5950.00 11.000 17.09 6000.00 12.000 12.00 0.00 12.000 12.00 50.00 12.000 12.00 100.00 12.000 12.00 150.00 12.000 12.00 200.00 12.000 12.01 250.00 12.000 12.01 300.00 12.000 12.01 350.00 12.000 12.02 400.00 12.000 12.02 450.00 12.000 12.02 500.00 12.000 12.03 550.00 12.000 12.03 600.00 12.000 12.04 650.00 12.000 12.05 700.00 12.000 12.05 750.00 12.000 12.06 800.00 12.000 12.07 850.00 12.000 12.08 900.00 12.000 12.09 950.00 12.000 12.10 1000.00 12.000 12.11 1050.00 12.000 12.12 1100.00 12.000 12.13 1150.00 12.000 12.14 1200.00 12.000 12.15 1250.00 12.000 12.16 1300.00 12.000 12.18 1350.00 12.000 12.19 1400.00 12.000 12.20 1450.00 12.000 12.22 1500.00 12.000 12.24 1550.00 12.000 12.25 1600.00 12.000 12.27 1650.00 12.000 12.29 1700.00 12.000 12.31 1750.00 12.000 12.33 1800.00 12.000 12.35 1850.00 12.000 12.37 1900.00 12.000 12.39 1950.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1314 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 12.000 12.41 2000.00 12.000 12.44 2050.00 12.000 12.46 2100.00 12.000 12.49 2150.00 12.000 12.51 2200.00 12.000 12.54 2250.00 12.000 12.57 2300.00 12.000 12.60 2350.00 12.000 12.63 2400.00 12.000 12.67 2450.00 12.000 12.70 2500.00 12.000 12.74 2550.00 12.000 12.77 2600.00 12.000 12.81 2650.00 12.000 12.85 2700.00 12.000 12.90 2750.00 12.000 12.94 2800.00 12.000 12.98 2850.00 12.000 13.03 2900.00 12.000 13.08 2950.00 12.000 13.13 3000.00 12.000 13.18 3050.00 12.000 13.24 3100.00 12.000 13.29 3150.00 12.000 13.35 3200.00 12.000 13.41 3250.00 12.000 13.47 3300.00 12.000 13.54 3350.00 12.000 13.60 3400.00 12.000 13.67 3450.00 12.000 13.75 3500.00 12.000 13.83 3550.00 12.000 13.91 3600.00 12.000 13.99 3650.00 12.000 14.08 3700.00 12.000 14.17 3750.00 12.000 14.26 3800.00 12.000 14.34 3850.00 12.000 14.43 3900.00 12.000 14.53 3950.00 12.000 14.62 4000.00 12.000 14.72 4050.00 12.000 14.82 4100.00 12.000 14.93 4150.00 12.000 15.01 4200.00 12.000 15.08 4250.00 12.000 15.16 4300.00 12.000 15.23 4350.00 12.000 15.31 4400.00 12.000 15.38 4450.00 12.000 15.45 4500.00 12.000 15.52 4550.00 12.000 15.60 4600.00 12.000 15.67 4650.00 12.000 15.74 4700.00 12.000 15.82 4750.00 12.000 15.89 4800.00 12.000 15.95 4850.00 12.000 16.03 4900.00 12.000 16.09 4950.00 12.000 16.14 5000.00 12.000 16.20 5050.00 12.000 16.24 5100.00 12.000 16.31 5150.00 12.000 16.35 5200.00 12.000 16.39 5250.00 12.000 16.44 5300.00 12.000 16.48 5350.00 12.000 16.53 5400.00 12.000 16.59 5450.00 12.000 16.63 5500.00 12.000 16.68 5550.00 12.000 16.72 5600.00 12.000 16.78 5650.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1315 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 12.000 16.82 5700.00 12.000 16.86 5750.00 12.000 16.90 5800.00 12.000 16.95 5850.00 12.000 16.99 5900.00 12.000 17.04 5950.00 12.000 17.10 6000.00 13.000 13.00 0.00 13.000 13.00 50.00 13.000 13.00 100.00 13.000 13.00 150.00 13.000 13.00 200.00 13.000 13.00 250.00 13.000 13.01 300.00 13.000 13.01 350.00 13.000 13.01 400.00 13.000 13.01 450.00 13.000 13.02 500.00 13.000 13.02 550.00 13.000 13.02 600.00 13.000 13.03 650.00 13.000 13.03 700.00 13.000 13.04 750.00 13.000 13.04 800.00 13.000 13.05 850.00 13.000 13.05 900.00 13.000 13.06 950.00 13.000 13.06 1000.00 13.000 13.07 1050.00 13.000 13.08 1100.00 13.000 13.08 1150.00 13.000 13.09 1200.00 13.000 13.10 1250.00 13.000 13.11 1300.00 13.000 13.12 1350.00 13.000 13.12 1400.00 13.000 13.13 1450.00 13.000 13.14 1500.00 13.000 13.15 1550.00 13.000 13.16 1600.00 13.000 13.17 1650.00 13.000 13.19 1700.00 13.000 13.20 1750.00 13.000 13.21 1800.00 13.000 13.22 1850.00 13.000 13.23 1900.00 13.000 13.25 1950.00 13.000 13.26 2000.00 13.000 13.28 2050.00 13.000 13.29 2100.00 13.000 13.31 2150.00 13.000 13.32 2200.00 13.000 13.34 2250.00 13.000 13.36 2300.00 13.000 13.37 2350.00 13.000 13.39 2400.00 13.000 13.41 2450.00 13.000 13.43 2500.00 13.000 13.45 2550.00 13.000 13.47 2600.00 13.000 13.49 2650.00 13.000 13.51 2700.00 13.000 13.53 2750.00 13.000 13.55 2800.00 13.000 13.58 2850.00 13.000 13.60 2900.00 13.000 13.63 2950.00 13.000 13.66 3000.00 13.000 13.68 3050.00 13.000 13.71 3100.00 13.000 13.74 3150.00 13.000 13.77 3200.00 13.000 13.80 3250.00 13.000 13.84 3300.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1316 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 13.000 13.87 3350.00 13.000 13.90 3400.00 13.000 13.94 3450.00 13.000 13.98 3500.00 13.000 14.02 3550.00 13.000 14.06 3600.00 13.000 14.10 3650.00 13.000 14.15 3700.00 13.000 14.19 3750.00 13.000 14.24 3800.00 13.000 14.29 3850.00 13.000 14.34 3900.00 13.000 14.39 3950.00 13.000 14.44 4000.00 13.000 14.50 4050.00 13.000 14.56 4100.00 13.000 14.63 4150.00 13.000 14.69 4200.00 13.000 14.76 4250.00 13.000 14.82 4300.00 13.000 14.90 4350.00 13.000 14.97 4400.00 13.000 15.05 4450.00 13.000 15.14 4500.00 13.000 15.22 4550.00 13.000 15.30 4600.00 13.000 15.38 4650.00 13.000 15.47 4700.00 13.000 15.55 4750.00 13.000 15.64 4800.00 13.000 15.74 4850.00 13.000 15.85 4900.00 13.000 15.95 4950.00 13.000 16.06 5000.00 13.000 16.17 5050.00 13.000 16.24 5100.00 13.000 16.30 5150.00 13.000 16.35 5200.00 13.000 16.39 5250.00 13.000 16.44 5300.00 13.000 16.48 5350.00 13.000 16.53 5400.00 13.000 16.58 5450.00 13.000 16.63 5500.00 13.000 16.68 5550.00 13.000 16.72 5600.00 13.000 16.78 5650.00 13.000 16.82 5700.00 13.000 16.86 5750.00 13.000 16.90 5800.00 13.000 16.95 5850.00 13.000 16.99 5900.00 13.000 17.04 5950.00 13.000 17.10 6000.00 14.000 14.00 0.00 14.000 14.00 50.00 14.000 14.00 100.00 14.000 14.00 150.00 14.000 14.00 200.00 14.000 14.00 250.00 14.000 14.00 300.00 14.000 14.01 350.00 14.000 14.01 400.00 14.000 14.01 450.00 14.000 14.01 500.00 14.000 14.01 550.00 14.000 14.02 600.00 14.000 14.02 650.00 14.000 14.02 700.00 14.000 14.02 750.00 14.000 14.03 800.00 14.000 14.03 850.00 14.000 14.03 900.00 14.000 14.04 950.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1317 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 14.000 14.04 1000.00 14.000 14.05 1050.00 14.000 14.05 1100.00 14.000 14.06 1150.00 14.000 14.06 1200.00 14.000 14.07 1250.00 14.000 14.07 1300.00 14.000 14.08 1350.00 14.000 14.08 1400.00 14.000 14.09 1450.00 14.000 14.10 1500.00 14.000 14.10 1550.00 14.000 14.11 1600.00 14.000 14.12 1650.00 14.000 14.12 1700.00 14.000 14.13 1750.00 14.000 14.14 1800.00 14.000 14.15 1850.00 14.000 14.16 1900.00 14.000 14.16 1950.00 14.000 14.17 2000.00 14.000 14.18 2050.00 14.000 14.19 2100.00 14.000 14.20 2150.00 14.000 14.21 2200.00 14.000 14.22 2250.00 14.000 14.23 2300.00 14.000 14.24 2350.00 14.000 14.26 2400.00 14.000 14.27 2450.00 14.000 14.28 2500.00 14.000 14.29 2550.00 14.000 14.30 2600.00 14.000 14.32 2650.00 14.000 14.33 2700.00 14.000 14.34 2750.00 14.000 14.36 2800.00 14.000 14.37 2850.00 14.000 14.39 2900.00 14.000 14.40 2950.00 14.000 14.42 3000.00 14.000 14.43 3050.00 14.000 14.45 3100.00 14.000 14.47 3150.00 14.000 14.48 3200.00 14.000 14.50 3250.00 14.000 14.52 3300.00 14.000 14.54 3350.00 14.000 14.55 3400.00 14.000 14.57 3450.00 14.000 14.60 3500.00 14.000 14.62 3550.00 14.000 14.64 3600.00 14.000 14.66 3650.00 14.000 14.68 3700.00 14.000 14.71 3750.00 14.000 14.73 3800.00 14.000 14.75 3850.00 14.000 14.78 3900.00 14.000 14.80 3950.00 14.000 14.83 4000.00 14.000 14.86 4050.00 14.000 14.89 4100.00 14.000 14.92 4150.00 14.000 14.95 4200.00 14.000 14.98 4250.00 14.000 15.01 4300.00 14.000 15.05 4350.00 14.000 15.08 4400.00 14.000 15.12 4450.00 14.000 15.15 4500.00 14.000 15.19 4550.00 14.000 15.23 4600.00 14.000 15.26 4650.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1318 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 14.000 15.30 4700.00 14.000 15.35 4750.00 14.000 15.39 4800.00 14.000 15.43 4850.00 14.000 15.48 4900.00 14.000 15.53 4950.00 14.000 15.58 5000.00 14.000 15.63 5050.00 14.000 15.68 5100.00 14.000 15.73 5150.00 14.000 15.79 5200.00 14.000 15.84 5250.00 14.000 15.90 5300.00 14.000 15.96 5350.00 14.000 16.03 5400.00 14.000 16.09 5450.00 14.000 16.16 5500.00 14.000 16.22 5550.00 14.000 16.28 5600.00 14.000 16.35 5650.00 14.000 16.41 5700.00 14.000 16.48 5750.00 14.000 16.55 5800.00 14.000 16.62 5850.00 14.000 16.69 5900.00 14.000 16.77 5950.00 14.000 16.86 6000.00 ------------------------------------------------------------------------------------------ Name: RA0310A Group: A Type: Rating Curve (WSPRO Generated) Function: Family of Tailwater-Headwater-Discharge Relationships Tailwater(ft) Headwater(ft) Discharge(cfs) --------------- --------------- --------------- 22.500 22.60 0.00 22.500 23.08 10.00 22.500 23.30 20.00 22.500 23.45 30.00 22.500 23.57 40.00 22.500 23.68 50.00 22.500 23.78 60.00 22.500 23.86 70.00 22.500 23.95 80.00 22.500 24.03 90.00 22.500 24.10 100.00 22.500 24.17 110.00 22.500 24.23 120.00 22.500 24.30 130.00 22.500 24.36 140.00 22.500 24.41 150.00 22.500 24.47 160.00 22.500 24.53 170.00 22.500 24.58 180.00 22.500 24.63 190.00 22.500 24.68 200.00 22.500 24.73 210.00 22.500 24.77 220.00 22.500 24.82 230.00 22.500 24.86 240.00 22.500 24.91 250.00 22.750 22.75 0.00 22.750 23.08 10.00 22.750 23.30 20.00 22.750 23.45 30.00 22.750 23.57 40.00 22.750 23.68 50.00 22.750 23.78 60.00 22.750 23.86 70.00 22.750 23.95 80.00 22.750 24.03 90.00 22.750 24.10 100.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1319 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 22.750 24.17 110.00 22.750 24.23 120.00 22.750 24.30 130.00 22.750 24.36 140.00 22.750 24.41 150.00 22.750 24.47 160.00 22.750 24.53 170.00 22.750 24.58 180.00 22.750 24.63 190.00 22.750 24.68 200.00 22.750 24.73 210.00 22.750 24.77 220.00 22.750 24.82 230.00 22.750 24.86 240.00 22.750 24.91 250.00 23.000 23.00 0.00 23.000 23.30 20.00 23.000 23.57 40.00 23.000 23.78 60.00 23.000 23.95 80.00 23.000 24.10 100.00 23.000 24.23 120.00 23.000 24.36 140.00 23.000 24.47 160.00 23.000 24.58 180.00 23.000 24.68 200.00 23.000 24.77 220.00 23.000 24.86 240.00 23.000 24.95 260.00 23.000 25.03 280.00 23.000 25.11 300.00 23.000 25.18 320.00 23.000 25.25 340.00 23.000 25.32 360.00 23.000 25.38 380.00 23.000 25.45 400.00 23.000 25.51 420.00 23.000 25.56 440.00 23.000 25.62 460.00 23.000 25.67 480.00 23.000 25.72 500.00 24.000 24.00 0.00 24.000 24.01 20.00 24.000 24.03 40.00 24.000 24.06 60.00 24.000 24.11 80.00 24.000 24.17 100.00 24.000 24.25 120.00 24.000 24.35 140.00 24.000 24.47 160.00 24.000 24.58 180.00 24.000 24.68 200.00 24.000 24.77 220.00 24.000 24.86 240.00 24.000 24.95 260.00 24.000 25.03 280.00 24.000 25.11 300.00 24.000 25.18 320.00 24.000 25.25 340.00 24.000 25.32 360.00 24.000 25.38 380.00 24.000 25.45 400.00 24.000 25.51 420.00 24.000 25.56 440.00 24.000 25.62 460.00 24.000 25.67 480.00 24.000 25.72 500.00 25.000 25.00 0.00 25.000 25.00 25.00 25.000 25.01 50.00 25.000 25.01 75.00 25.000 25.02 100.00 25.000 25.04 125.00 25.000 25.05 150.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1320 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.000 25.07 175.00 25.000 25.10 200.00 25.000 25.13 225.00 25.000 25.16 250.00 25.000 25.19 275.00 25.000 25.24 300.00 25.000 25.28 325.00 25.000 25.34 350.00 25.000 25.39 375.00 25.000 25.45 400.00 25.000 25.52 425.00 25.000 25.59 450.00 25.000 25.66 475.00 25.000 25.72 500.00 25.000 25.78 525.00 25.000 25.84 550.00 25.000 25.89 575.00 25.000 25.94 600.00 25.000 25.99 625.00 25.000 26.03 650.00 25.000 26.08 675.00 25.000 26.12 700.00 25.000 26.16 725.00 25.000 26.19 750.00 25.000 26.23 775.00 25.000 26.26 800.00 25.000 26.31 825.00 25.000 26.35 850.00 25.000 26.38 875.00 25.000 26.42 900.00 25.000 26.45 925.00 25.000 26.49 950.00 25.000 26.53 975.00 25.000 26.55 1000.00 25.000 25.72 500.00 25.000 25.78 525.00 25.000 25.84 550.00 25.000 25.89 575.00 25.000 25.94 600.00 25.000 25.99 625.00 25.000 26.03 650.00 25.000 26.08 675.00 25.000 26.12 700.00 25.000 26.16 725.00 25.000 26.19 750.00 25.000 26.23 775.00 25.000 26.26 800.00 25.000 26.31 825.00 25.000 26.35 850.00 25.000 26.38 875.00 25.000 26.42 900.00 25.000 26.45 925.00 25.000 26.49 950.00 25.000 26.53 975.00 25.000 26.55 1000.00 26.000 26.00 0.00 26.000 26.00 25.00 26.000 26.00 50.00 26.000 26.00 75.00 26.000 26.00 100.00 26.000 26.01 125.00 26.000 26.01 150.00 26.000 26.01 175.00 26.000 26.02 200.00 26.000 26.02 225.00 26.000 26.03 250.00 26.000 26.03 275.00 26.000 26.04 300.00 26.000 26.04 325.00 26.000 26.05 350.00 26.000 26.06 375.00 26.000 26.07 400.00 26.000 26.08 425.00 26.000 26.09 450.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1321 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 26.000 26.10 475.00 26.000 26.11 500.00 26.000 26.12 525.00 26.000 26.13 550.00 26.000 26.14 575.00 26.000 26.16 600.00 26.000 26.17 625.00 26.000 26.18 650.00 26.000 26.19 675.00 26.000 26.21 700.00 26.000 26.22 725.00 26.000 26.23 750.00 26.000 26.25 775.00 26.000 26.26 800.00 26.000 26.31 825.00 26.000 26.35 850.00 26.000 26.38 875.00 26.000 26.42 900.00 26.000 26.46 925.00 26.000 26.49 950.00 26.000 26.52 975.00 26.000 26.55 1000.00 26.000 26.58 1025.00 26.000 26.61 1050.00 26.000 26.63 1075.00 26.000 26.67 1100.00 26.000 26.70 1125.00 26.000 26.72 1150.00 26.000 26.75 1175.00 26.000 26.77 1200.00 26.000 26.78 1225.00 26.000 26.80 1250.00 26.000 26.82 1275.00 26.000 26.84 1300.00 26.000 26.85 1325.00 26.000 26.86 1350.00 26.000 26.87 1375.00 26.000 26.89 1400.00 26.000 26.89 1425.00 26.000 26.90 1450.00 26.000 26.90 1475.00 26.000 27.38 1675.00 26.000 27.44 1700.00 26.000 27.48 1725.00 27.000 27.00 0.00 27.000 27.00 25.00 27.000 27.00 50.00 27.000 27.00 75.00 27.000 27.00 100.00 27.000 27.00 125.00 27.000 27.00 150.00 27.000 27.00 175.00 27.000 27.00 200.00 27.000 27.00 225.00 27.000 27.00 250.00 27.000 27.00 275.00 27.000 27.00 300.00 27.000 27.01 325.00 27.000 27.01 350.00 27.000 27.01 375.00 27.000 27.01 400.00 27.000 27.01 425.00 27.000 27.01 450.00 27.000 27.01 475.00 27.000 27.01 500.00 27.000 27.01 525.00 27.000 27.01 550.00 27.000 27.02 575.00 27.000 27.02 600.00 27.000 27.02 625.00 27.000 27.02 650.00 27.000 27.02 675.00 27.000 27.02 700.00 27.000 27.02 725.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1322 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.000 27.03 750.00 27.000 27.03 775.00 27.000 27.03 800.00 27.000 27.04 825.00 27.000 27.05 850.00 27.000 27.05 875.00 27.000 27.05 900.00 27.000 27.06 925.00 27.000 27.06 950.00 27.000 27.06 975.00 27.000 27.06 1000.00 27.000 27.07 1025.00 27.000 27.07 1050.00 27.000 27.07 1075.00 27.000 27.07 1100.00 27.000 27.07 1125.00 27.000 27.08 1150.00 27.000 27.08 1175.00 27.000 27.08 1200.00 27.000 27.09 1225.00 27.000 27.09 1250.00 27.000 27.09 1275.00 27.000 27.09 1300.00 27.000 27.10 1325.00 27.000 27.10 1350.00 27.000 27.10 1375.00 27.000 27.11 1400.00 27.000 27.11 1425.00 27.000 27.11 1450.00 27.000 27.12 1475.00 27.000 27.12 1500.00 27.000 27.13 1525.00 27.000 27.13 1550.00 27.000 27.14 1575.00 28.000 28.00 0.00 28.000 28.00 25.00 28.000 28.00 50.00 28.000 28.00 75.00 28.000 28.00 100.00 28.000 28.00 125.00 28.000 28.00 150.00 28.000 28.00 175.00 28.000 28.00 200.00 28.000 28.00 225.00 28.000 28.00 250.00 28.000 28.00 275.00 28.000 28.00 300.00 28.000 28.00 325.00 28.000 27.99 350.00 28.000 27.99 375.00 28.000 27.99 400.00 28.000 27.99 425.00 28.000 27.99 450.00 28.000 27.99 475.00 28.000 27.99 500.00 28.000 27.99 525.00 28.000 27.99 550.00 28.000 27.98 575.00 28.000 27.98 600.00 28.000 27.98 625.00 28.000 27.98 650.00 28.000 27.98 675.00 28.000 27.98 700.00 28.000 27.97 725.00 28.000 27.97 750.00 28.000 27.97 775.00 28.000 27.97 800.00 28.000 27.97 825.00 28.000 27.97 850.00 28.000 27.97 875.00 28.000 27.97 900.00 28.000 27.97 925.00 28.000 27.97 950.00 28.000 27.96 975.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1323 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.000 27.96 1000.00 28.000 27.96 1025.00 28.000 27.96 1050.00 28.000 27.95 1075.00 28.000 27.95 1100.00 28.000 27.95 1125.00 28.000 27.95 1150.00 28.000 27.94 1175.00 28.000 27.94 1200.00 28.000 27.93 1225.00 28.000 27.93 1250.00 28.000 27.93 1275.00 28.000 27.92 1300.00 28.000 27.92 1325.00 28.000 27.92 1350.00 28.000 27.91 1375.00 28.000 27.91 1400.00 28.000 27.90 1425.00 28.000 27.90 1450.00 28.000 27.90 1475.00 28.000 27.89 1500.00 28.000 27.88 1525.00 28.000 27.88 1550.00 28.000 27.87 1575.00 28.000 27.86 1600.00 28.000 27.85 1625.00 28.000 27.85 1650.00 28.000 27.84 1675.00 28.000 27.83 1700.00 28.000 27.83 1725.00 28.000 27.82 1750.00 28.000 27.81 1775.00 28.000 27.80 1800.00 28.000 27.79 1825.00 28.000 27.78 1850.00 29.000 29.00 0.00 29.000 29.00 25.00 29.000 29.00 50.00 29.000 29.00 75.00 29.000 29.00 100.00 29.000 29.00 125.00 29.000 29.00 150.00 29.000 29.00 175.00 29.000 29.00 200.00 29.000 29.00 225.00 29.000 29.00 250.00 29.000 28.99 275.00 29.000 28.99 300.00 29.000 28.99 325.00 29.000 28.99 350.00 29.000 28.99 375.00 29.000 28.99 400.00 29.000 28.99 425.00 29.000 28.98 450.00 29.000 28.98 475.00 29.000 28.98 500.00 29.000 28.98 525.00 29.000 28.98 550.00 29.000 28.98 575.00 29.000 28.98 600.00 29.000 28.97 625.00 29.000 28.97 650.00 29.000 28.97 675.00 29.000 28.97 700.00 29.000 28.96 725.00 29.000 28.96 750.00 29.000 28.96 775.00 29.000 28.96 800.00 29.000 28.95 825.00 29.000 28.95 850.00 29.000 28.95 875.00 29.000 28.94 900.00 29.000 28.94 925.00 29.000 28.93 950.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1324 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 29.000 28.93 975.00 29.000 28.93 1000.00 29.000 28.92 1025.00 29.000 28.92 1050.00 29.000 28.91 1075.00 29.000 28.91 1100.00 29.000 28.90 1125.00 29.000 28.90 1150.00 29.000 28.89 1175.00 29.000 28.89 1200.00 29.000 28.88 1225.00 29.000 28.88 1250.00 29.000 28.87 1275.00 29.000 28.86 1300.00 29.000 28.86 1325.00 29.000 28.85 1350.00 29.000 28.85 1375.00 29.000 28.84 1400.00 29.000 28.83 1425.00 29.000 28.82 1450.00 29.000 28.81 1475.00 29.000 28.81 1500.00 29.000 28.80 1525.00 29.000 28.79 1550.00 29.000 28.78 1575.00 29.000 28.77 1600.00 29.000 28.76 1625.00 29.000 28.75 1650.00 29.000 28.74 1675.00 29.000 28.73 1700.00 29.000 28.72 1725.00 29.000 28.71 1750.00 29.000 28.69 1775.00 29.000 28.68 1800.00 29.000 28.67 1825.00 29.000 28.66 1850.00 29.000 28.64 1875.00 29.000 28.63 1900.00 29.000 28.61 1925.00 29.000 28.60 1950.00 29.000 28.58 1975.00 29.000 28.57 2000.00 29.000 28.55 2025.00 29.000 28.53 2050.00 29.000 28.51 2075.00 29.000 28.49 2100.00 29.000 28.47 2125.00 29.000 28.45 2150.00 30.000 30.00 0.00 30.000 30.00 50.00 30.000 30.00 100.00 30.000 30.00 150.00 30.000 30.00 200.00 30.000 30.00 250.00 30.000 29.99 300.00 30.000 29.99 350.00 30.000 29.99 400.00 30.000 29.98 450.00 30.000 29.98 500.00 30.000 29.98 550.00 30.000 29.97 600.00 30.000 29.97 650.00 30.000 29.96 700.00 30.000 29.96 750.00 30.000 29.95 800.00 30.000 29.94 850.00 30.000 29.93 900.00 30.000 29.93 950.00 30.000 29.92 1000.00 30.000 29.91 1050.00 30.000 29.90 1100.00 30.000 29.89 1150.00 30.000 29.88 1200.00 30.000 29.87 1250.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1325 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.000 29.85 1300.00 30.000 29.84 1350.00 30.000 29.82 1400.00 30.000 29.81 1450.00 30.000 29.79 1500.00 30.000 29.77 1550.00 30.000 29.75 1600.00 30.000 29.73 1650.00 30.000 29.71 1700.00 30.000 29.69 1750.00 30.000 29.67 1800.00 30.000 29.64 1850.00 30.000 29.62 1900.00 30.000 29.59 1950.00 30.000 29.55 2000.00 30.000 29.52 2050.00 30.000 29.48 2100.00 30.000 29.44 2150.00 30.000 29.40 2200.00 30.000 29.35 2250.00 30.000 29.29 2300.00 30.000 29.24 2350.00 30.000 29.18 2400.00 30.000 29.09 2450.00 30.000 35.63 4050.00 30.000 35.63 4100.00 30.000 35.71 4200.00 30.000 35.71 4250.00 30.000 35.71 4300.00 30.000 35.71 4350.00 30.000 35.78 4400.00 30.000 35.78 4450.00 30.000 35.85 4500.00 30.000 35.85 4550.00 30.000 35.85 4600.00 30.000 35.85 4650.00 30.000 35.92 4700.00 30.000 35.92 4750.00 30.000 35.99 4800.00 30.000 35.99 4850.00 30.000 35.99 4900.00 30.000 35.99 4950.00 30.000 35.99 5000.00 31.000 31.00 0.00 31.000 31.00 50.00 31.000 31.00 100.00 31.000 31.00 150.00 31.000 31.00 200.00 31.000 31.00 250.00 31.000 30.99 300.00 31.000 30.99 350.00 31.000 30.99 400.00 31.000 30.99 450.00 31.000 30.98 500.00 31.000 30.98 550.00 31.000 30.98 600.00 31.000 30.97 650.00 31.000 30.97 700.00 31.000 30.96 750.00 31.000 30.96 800.00 31.000 30.95 850.00 31.000 30.94 900.00 31.000 30.94 950.00 31.000 30.93 1000.00 31.000 30.92 1050.00 31.000 30.91 1100.00 31.000 30.91 1150.00 31.000 30.90 1200.00 31.000 30.89 1250.00 31.000 30.88 1300.00 31.000 30.87 1350.00 31.000 30.85 1400.00 31.000 30.84 1450.00 31.000 30.83 1500.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1326 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 31.000 30.81 1550.00 31.000 30.80 1600.00 31.000 30.78 1650.00 31.000 30.77 1700.00 31.000 30.75 1750.00 31.000 30.73 1800.00 31.000 30.71 1850.00 31.000 30.69 1900.00 31.000 30.66 1950.00 31.000 30.64 2000.00 31.000 30.62 2050.00 31.000 30.59 2100.00 31.000 30.56 2150.00 31.000 30.53 2200.00 31.000 30.49 2250.00 31.000 30.46 2300.00 31.000 30.42 2350.00 31.000 30.38 2400.00 31.000 30.34 2450.00 31.000 30.29 2500.00 31.000 30.24 2550.00 31.000 30.19 2600.00 31.000 30.12 2650.00 31.000 30.04 2700.00 31.000 29.96 2750.00 31.000 29.86 2800.00 31.000 35.63 4050.00 31.000 35.63 4100.00 31.000 35.71 4200.00 31.000 35.71 4250.00 31.000 35.71 4300.00 31.000 35.71 4350.00 31.000 35.78 4400.00 31.000 35.78 4450.00 31.000 35.85 4500.00 31.000 35.85 4550.00 31.000 35.85 4600.00 31.000 35.85 4650.00 31.000 35.92 4700.00 31.000 35.92 4750.00 31.000 35.99 4800.00 31.000 35.99 4850.00 31.000 35.99 4900.00 31.000 35.99 4950.00 31.000 35.99 5000.00 32.000 32.00 0.00 32.000 32.00 50.00 32.000 32.00 100.00 32.000 32.00 150.00 32.000 32.00 200.00 32.000 32.00 250.00 32.000 32.00 300.00 32.000 31.99 350.00 32.000 31.99 400.00 32.000 31.99 450.00 32.000 31.99 500.00 32.000 31.98 550.00 32.000 31.98 600.00 32.000 31.98 650.00 32.000 31.97 700.00 32.000 31.97 750.00 32.000 31.96 800.00 32.000 31.96 850.00 32.000 31.96 900.00 32.000 31.95 950.00 32.000 31.94 1000.00 32.000 31.86 1550.00 32.000 31.85 1600.00 32.000 31.83 1650.00 32.000 31.82 1700.00 32.000 31.81 1750.00 32.000 31.80 1800.00 32.000 31.79 1850.00 32.000 31.77 1900.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1327 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 32.000 31.75 1950.00 32.000 31.74 2000.00 32.000 31.72 2050.00 32.000 31.70 2100.00 32.000 31.69 2150.00 32.000 31.67 2200.00 32.000 31.65 2250.00 32.000 31.62 2300.00 32.000 31.60 2350.00 32.000 31.58 2400.00 32.000 31.55 2450.00 32.000 31.52 2500.00 32.000 31.49 2550.00 32.000 31.46 2600.00 32.000 31.43 2650.00 32.000 31.39 2700.00 32.000 31.36 2750.00 32.000 31.32 2800.00 32.000 31.28 2850.00 32.000 31.22 2900.00 32.000 31.17 2950.00 32.000 31.11 3000.00 32.000 31.04 3050.00 32.000 30.98 3100.00 32.000 30.89 3150.00 32.000 30.79 3200.00 32.000 30.67 3250.00 32.000 35.63 4050.00 32.000 35.63 4100.00 32.000 35.71 4200.00 32.000 35.71 4250.00 32.000 35.71 4300.00 32.000 35.71 4350.00 32.000 35.78 4400.00 32.000 35.78 4450.00 32.000 35.85 4500.00 32.000 35.85 4550.00 32.000 35.85 4600.00 32.000 35.85 4650.00 32.000 35.92 4700.00 32.000 35.92 4750.00 32.000 35.99 4800.00 32.000 35.99 4850.00 32.000 35.99 4900.00 32.000 35.99 4950.00 32.000 35.99 5000.00 32.000 35.60 6200.00 32.000 35.65 6250.00 32.000 35.75 6300.00 32.000 35.87 6350.00 32.000 35.90 6400.00 32.000 36.10 6450.00 32.000 36.12 6500.00 33.000 33.00 0.00 33.000 33.00 50.00 33.000 33.00 100.00 33.000 33.00 150.00 33.000 33.00 200.00 33.000 33.00 250.00 33.000 33.00 300.00 33.000 32.99 350.00 33.000 32.99 400.00 33.000 32.99 450.00 33.000 32.99 500.00 33.000 32.99 550.00 33.000 32.98 600.00 33.000 32.98 650.00 33.000 32.98 700.00 33.000 32.98 750.00 33.000 32.97 800.00 33.000 32.97 850.00 33.000 32.96 900.00 33.000 32.96 950.00 33.000 32.96 1000.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1328 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.000 32.95 1050.00 33.000 32.95 1100.00 33.000 32.94 1150.00 33.000 32.94 1200.00 33.000 32.93 1250.00 33.000 32.92 1300.00 33.000 32.92 1350.00 33.000 32.91 1400.00 33.000 32.90 1450.00 33.000 32.90 1500.00 33.000 32.89 1550.00 33.000 32.88 1600.00 33.000 32.87 1650.00 33.000 32.86 1700.00 33.000 32.85 1750.00 33.000 32.84 1800.00 33.000 32.83 1850.00 33.000 32.82 1900.00 33.000 32.81 1950.00 33.000 32.80 2000.00 33.000 32.79 2050.00 33.000 32.78 2100.00 33.000 32.77 2150.00 33.000 32.75 2200.00 33.000 32.74 2250.00 33.000 32.73 2300.00 33.000 32.71 2350.00 33.000 32.69 2400.00 33.000 32.68 2450.00 33.000 32.66 2500.00 33.000 32.64 2550.00 33.000 32.62 2600.00 33.000 32.60 2650.00 33.000 32.58 2700.00 33.000 32.56 2750.00 33.000 32.54 2800.00 33.000 32.51 2850.00 33.000 32.49 2900.00 33.000 32.46 2950.00 33.000 32.43 3000.00 33.000 32.40 3050.00 33.000 32.37 3100.00 33.000 32.34 3150.00 33.000 32.30 3200.00 33.000 32.27 3250.00 33.000 32.23 3300.00 33.000 32.18 3350.00 33.000 32.13 3400.00 33.000 32.09 3450.00 33.000 32.03 3500.00 33.000 31.97 3550.00 33.000 31.90 3600.00 33.000 31.82 3650.00 33.000 31.74 3700.00 33.000 31.64 3750.00 33.000 31.51 3800.00 33.000 35.63 4050.00 33.000 35.63 4100.00 33.000 35.71 4200.00 33.000 35.71 4250.00 33.000 35.71 4300.00 33.000 35.71 4350.00 33.000 35.78 4400.00 33.000 35.78 4450.00 33.000 35.85 4500.00 33.000 35.85 4550.00 33.000 35.85 4600.00 33.000 35.85 4650.00 33.000 35.92 4700.00 33.000 35.92 4750.00 33.000 35.99 4800.00 33.000 35.99 4850.00 33.000 35.99 4900.00 33.000 35.99 4950.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1329 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.000 35.99 5000.00 33.000 35.60 6200.00 33.000 35.65 6250.00 33.000 35.75 6300.00 33.000 35.87 6350.00 33.000 35.90 6400.00 33.000 36.10 6450.00 33.000 36.12 6500.00 33.000 36.16 6550.00 33.000 36.46 6600.00 33.000 36.48 6650.00 33.000 36.50 6700.00 33.000 36.53 6750.00 33.000 36.54 6800.00 33.000 36.56 6850.00 33.000 36.59 6900.00 33.000 36.80 6950.00 33.000 36.91 7000.00 34.000 34.00 0.00 34.000 34.00 15.00 34.000 34.00 30.00 34.000 34.00 45.00 34.000 34.00 60.00 34.000 34.00 75.00 34.000 34.00 90.00 34.000 34.00 105.00 34.000 34.00 120.00 34.000 34.00 135.00 34.000 34.00 150.00 34.000 34.00 165.00 34.000 34.00 180.00 34.000 34.00 195.00 34.000 34.00 210.00 34.000 34.00 225.00 34.000 34.00 240.00 34.000 34.00 255.00 34.000 34.00 270.00 34.000 34.00 285.00 34.000 34.00 300.00 34.000 34.00 315.00 34.000 34.00 330.00 34.000 34.00 345.00 34.000 34.00 360.00 34.000 34.00 375.00 34.000 33.99 390.00 34.000 33.99 405.00 34.000 33.99 420.00 34.000 33.99 435.00 34.000 33.99 450.00 34.000 33.99 465.00 34.000 33.99 480.00 34.000 33.99 495.00 34.000 33.99 500.00 34.000 33.99 515.00 34.000 33.99 530.00 34.000 33.99 545.00 34.000 33.99 560.00 34.000 33.99 575.00 34.000 33.99 590.00 34.000 33.99 605.00 34.000 33.99 620.00 34.000 33.99 635.00 34.000 33.98 650.00 34.000 33.98 665.00 34.000 33.98 680.00 34.000 33.98 695.00 34.000 33.98 710.00 34.000 33.98 725.00 34.000 33.98 740.00 34.000 33.98 755.00 34.000 33.98 770.00 34.000 33.98 785.00 34.000 33.98 800.00 34.000 33.98 815.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1330 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.000 33.98 830.00 34.000 33.97 845.00 34.000 33.97 860.00 34.000 33.97 875.00 34.000 33.97 890.00 34.000 33.97 905.00 34.000 33.97 920.00 34.000 33.97 935.00 34.000 33.97 950.00 34.000 33.97 965.00 34.000 33.97 980.00 34.000 33.96 995.00 34.000 33.96 1000.00 34.000 33.96 1015.00 34.000 33.96 1030.00 34.000 33.96 1045.00 34.000 33.96 1060.00 34.000 33.96 1075.00 34.000 33.96 1090.00 34.000 33.96 1105.00 34.000 33.95 1120.00 34.000 33.95 1135.00 34.000 33.95 1150.00 34.000 33.95 1165.00 34.000 33.95 1180.00 34.000 33.95 1195.00 34.000 33.95 1210.00 34.000 33.95 1225.00 34.000 33.94 1240.00 34.000 33.94 1255.00 34.000 33.94 1270.00 34.000 33.94 1285.00 34.000 33.94 1300.00 34.000 33.94 1315.00 34.000 33.94 1330.00 34.000 33.93 1345.00 34.000 33.93 1360.00 34.000 33.93 1375.00 34.000 33.93 1390.00 34.000 33.93 1405.00 34.000 33.93 1420.00 34.000 33.92 1435.00 34.000 33.92 1450.00 34.000 33.92 1465.00 34.000 33.92 1480.00 34.000 33.92 1495.00 34.000 33.92 1500.00 34.000 33.92 1515.00 34.000 33.91 1530.00 34.000 33.91 1545.00 34.000 33.91 1560.00 34.000 33.91 1575.00 34.000 33.91 1590.00 34.000 33.90 1605.00 34.000 33.90 1620.00 34.000 33.90 1635.00 34.000 33.90 1650.00 34.000 33.90 1665.00 34.000 33.89 1680.00 34.000 33.89 1695.00 34.000 33.89 1710.00 34.000 33.89 1725.00 34.000 33.89 1740.00 34.000 33.88 1755.00 34.000 33.88 1770.00 34.000 33.88 1785.00 34.000 33.88 1800.00 34.000 33.88 1815.00 34.000 33.87 1830.00 34.000 33.87 1845.00 34.000 33.87 1860.00 34.000 33.87 1875.00 34.000 33.86 1890.00 34.000 33.86 1905.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1331 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.000 33.86 1920.00 34.000 33.86 1935.00 34.000 33.85 1950.00 34.000 33.85 1965.00 34.000 33.85 1980.00 34.000 33.85 1995.00 34.000 33.84 2000.00 34.000 33.84 2015.00 34.000 33.84 2030.00 34.000 33.84 2045.00 34.000 33.83 2060.00 34.000 33.83 2075.00 34.000 33.83 2090.00 34.000 33.83 2105.00 34.000 33.82 2120.00 34.000 33.82 2135.00 34.000 33.82 2150.00 34.000 33.81 2165.00 34.000 33.81 2180.00 34.000 33.81 2195.00 34.000 33.81 2210.00 34.000 33.80 2225.00 34.000 33.80 2240.00 34.000 33.80 2255.00 34.000 33.79 2270.00 34.000 33.79 2285.00 34.000 33.79 2300.00 34.000 33.78 2315.00 34.000 33.78 2330.00 34.000 33.78 2345.00 34.000 33.77 2360.00 34.000 33.77 2375.00 34.000 33.77 2390.00 34.000 33.76 2405.00 34.000 33.76 2420.00 34.000 33.76 2435.00 34.000 33.75 2450.00 34.000 33.75 2465.00 34.000 33.75 2480.00 34.000 33.74 2495.00 34.000 33.74 2500.00 34.000 33.74 2515.00 34.000 33.74 2530.00 34.000 33.73 2545.00 34.000 33.73 2560.00 34.000 33.72 2575.00 34.000 33.72 2590.00 34.000 33.72 2605.00 34.000 33.71 2620.00 34.000 33.71 2635.00 34.000 33.70 2650.00 34.000 33.70 2665.00 34.000 33.70 2680.00 34.000 33.69 2695.00 34.000 33.69 2710.00 34.000 33.68 2725.00 34.000 33.68 2740.00 34.000 33.67 2755.00 34.000 33.67 2770.00 34.000 33.66 2785.00 34.000 33.66 2800.00 34.000 33.65 2815.00 34.000 33.65 2830.00 34.000 33.65 2845.00 34.000 33.64 2860.00 34.000 33.64 2875.00 34.000 33.63 2890.00 34.000 33.63 2905.00 34.000 33.62 2920.00 34.000 33.62 2935.00 34.000 33.61 2950.00 34.000 33.61 2965.00 34.000 33.60 2980.00 34.000 33.60 2995.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1332 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.000 33.59 3000.00 34.000 33.59 3015.00 34.000 33.58 3030.00 34.000 33.58 3045.00 34.000 33.57 3060.00 34.000 33.57 3075.00 34.000 33.56 3090.00 34.000 33.56 3105.00 34.000 33.55 3120.00 34.000 33.54 3135.00 34.000 33.54 3150.00 34.000 33.53 3165.00 34.000 33.53 3180.00 34.000 33.52 3195.00 34.000 33.52 3210.00 34.000 33.51 3225.00 34.000 33.50 3240.00 34.000 33.50 3255.00 34.000 33.49 3270.00 34.000 33.48 3285.00 34.000 33.48 3300.00 34.000 33.47 3315.00 34.000 33.46 3330.00 34.000 33.45 3345.00 34.000 33.45 3360.00 34.000 33.44 3375.00 34.000 33.43 3390.00 34.000 33.43 3405.00 34.000 33.42 3420.00 34.000 33.41 3435.00 34.000 33.41 3450.00 34.000 33.39 3465.00 34.000 33.38 3480.00 34.000 33.38 3495.00 34.000 33.37 3500.00 34.000 33.36 3515.00 34.000 33.36 3530.00 34.000 33.35 3545.00 34.000 33.34 3560.00 34.000 33.33 3575.00 34.000 33.32 3590.00 34.000 33.31 3605.00 34.000 33.30 3620.00 34.000 33.30 3635.00 34.000 33.29 3650.00 34.000 33.28 3665.00 34.000 33.27 3680.00 34.000 33.26 3695.00 34.000 33.25 3710.00 34.000 33.24 3725.00 34.000 33.23 3740.00 34.000 33.22 3755.00 34.000 33.21 3770.00 34.000 33.20 3785.00 34.000 33.18 3800.00 34.000 33.17 3815.00 34.000 33.16 3830.00 34.000 33.15 3845.00 34.000 33.14 3860.00 34.000 33.13 3875.00 34.000 33.11 3890.00 34.000 33.10 3905.00 34.000 33.08 3920.00 34.000 33.07 3935.00 34.000 33.06 3950.00 34.000 33.04 3965.00 34.000 33.03 3980.00 34.000 33.02 3995.00 34.000 33.01 4000.00 34.000 33.00 4015.00 34.000 32.98 4030.00 34.000 32.97 4045.00 34.000 32.95 4060.00 34.000 32.94 4075.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1333 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.000 32.92 4090.00 34.000 32.90 4105.00 34.000 32.88 4120.00 34.000 32.86 4135.00 34.000 32.85 4150.00 34.000 32.83 4165.00 34.000 32.81 4180.00 34.000 32.79 4195.00 34.000 32.77 4210.00 34.000 32.75 4225.00 34.000 32.72 4240.00 34.000 32.69 4255.00 34.000 32.67 4270.00 34.000 32.65 4285.00 34.000 32.62 4300.00 34.000 32.60 4315.00 34.000 32.56 4330.00 34.000 32.53 4345.00 34.000 32.50 4360.00 34.000 32.47 4375.00 34.000 32.43 4390.00 34.000 32.39 4405.00 34.000 32.35 4420.00 34.000 35.78 4435.00 34.000 35.78 4450.00 34.000 35.78 4465.00 34.000 35.78 4480.00 34.000 35.85 4495.00 34.000 35.85 4500.00 34.000 35.85 4515.00 34.000 35.85 4530.00 34.000 35.85 4545.00 34.000 35.85 4560.00 34.000 35.85 4575.00 34.000 35.85 4590.00 34.000 35.85 4605.00 34.000 35.85 4620.00 34.000 35.85 4635.00 34.000 35.85 4650.00 34.000 35.85 4665.00 34.000 35.85 4680.00 34.000 35.92 4695.00 34.000 35.92 4710.00 34.000 35.92 4725.00 34.000 35.92 4740.00 34.000 35.92 4755.00 34.000 35.92 4770.00 34.000 35.92 4785.00 34.000 35.99 4800.00 34.000 35.99 4815.00 34.000 35.99 4830.00 34.000 35.99 4845.00 34.000 35.99 4860.00 34.000 35.99 4875.00 34.000 35.99 4890.00 34.000 35.99 4905.00 34.000 35.99 4920.00 34.000 35.99 4935.00 34.000 35.99 4950.00 34.000 35.99 4965.00 34.000 35.99 4980.00 34.000 35.99 4995.00 34.000 35.99 5000.00 34.000 35.60 6195.00 34.000 35.60 6210.00 34.000 35.60 6225.00 34.000 35.65 6240.00 34.000 35.65 6255.00 34.000 35.73 6270.00 34.000 35.73 6285.00 34.000 35.75 6300.00 34.000 35.84 6315.00 34.000 35.86 6330.00 34.000 35.87 6345.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1334 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.000 35.87 6360.00 34.000 35.90 6375.00 34.000 35.90 6390.00 34.000 35.90 6405.00 34.000 36.08 6420.00 34.000 36.09 6435.00 34.000 36.10 6450.00 34.000 36.10 6465.00 34.000 36.11 6480.00 34.000 36.12 6495.00 34.000 36.14 6510.00 34.000 36.15 6525.00 34.000 36.15 6540.00 34.000 36.45 6555.00 34.000 36.45 6570.00 34.000 36.45 6585.00 34.000 36.46 6600.00 34.000 36.46 6615.00 34.000 36.48 6630.00 34.000 36.48 6645.00 34.000 36.49 6660.00 34.000 36.49 6675.00 34.000 36.50 6690.00 34.000 36.51 6705.00 34.000 36.51 6720.00 34.000 36.52 6735.00 34.000 36.53 6750.00 34.000 36.53 6765.00 34.000 36.54 6780.00 34.000 36.54 6795.00 34.000 36.55 6810.00 34.000 36.56 6825.00 34.000 36.57 6840.00 34.000 36.57 6855.00 34.000 36.57 6870.00 34.000 36.58 6885.00 34.000 36.59 6900.00 34.000 36.80 6915.00 34.000 36.80 6930.00 34.000 36.80 6945.00 34.000 36.80 6960.00 34.000 36.81 6975.00 34.000 36.81 6990.00 34.000 36.91 7000.00 ------------------------------------------------------------------------------------------ Name: RA0330A Group: A Type: Rating Curve (WSPRO Generated) Function: Family of Tailwater-Headwater-Discharge Relationships Tailwater(ft) Headwater(ft) Discharge(cfs) --------------- --------------- --------------- 23.000 25.80 100.00 23.100 23.10 0.00 23.100 23.73 5.00 23.100 24.18 10.00 23.100 24.41 15.00 23.100 24.54 20.00 23.100 24.61 25.00 23.100 24.65 30.00 23.100 24.68 35.00 23.100 24.80 40.00 23.100 24.93 45.00 23.100 25.00 50.00 23.100 25.11 55.00 23.100 25.21 60.00 23.100 25.31 65.00 23.100 25.36 70.00 23.100 25.47 75.00 23.100 25.54 80.00 23.100 25.64 85.00 23.100 25.70 90.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1335 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.100 25.74 95.00 23.100 25.80 100.00 23.250 23.25 0.00 23.250 24.05 10.00 23.250 24.60 20.00 23.250 24.84 30.00 23.250 24.93 40.00 23.250 25.00 50.00 23.250 25.21 60.00 23.250 25.36 70.00 23.250 25.54 80.00 23.250 25.70 90.00 23.250 25.80 100.00 23.250 25.89 110.00 23.250 26.00 120.00 23.250 26.09 130.00 23.250 26.17 140.00 23.250 26.24 150.00 23.250 26.34 160.00 23.250 26.36 170.00 23.250 26.45 180.00 23.250 26.53 190.00 23.250 26.58 200.00 23.250 26.64 210.00 23.250 26.71 220.00 23.250 26.77 230.00 23.250 26.84 240.00 23.250 26.91 250.00 23.250 26.97 260.00 23.250 27.02 270.00 23.250 27.09 280.00 23.250 27.14 290.00 23.250 27.19 300.00 23.250 27.25 310.00 23.250 27.29 320.00 23.250 27.35 330.00 23.250 27.40 340.00 23.250 27.46 350.00 23.250 27.49 360.00 23.250 27.55 370.00 23.250 27.60 380.00 23.250 27.63 390.00 23.250 27.69 400.00 23.250 27.73 410.00 23.250 27.78 420.00 23.250 27.83 430.00 23.250 27.82 440.00 23.250 27.86 450.00 23.250 27.91 460.00 23.250 27.95 470.00 23.250 27.99 480.00 23.250 28.03 490.00 23.250 28.07 500.00 23.500 23.50 0.00 23.500 23.88 10.00 23.500 24.41 20.00 23.500 24.83 30.00 23.500 25.01 40.00 23.500 25.16 50.00 23.500 25.34 60.00 23.500 25.44 70.00 23.500 25.54 80.00 23.500 25.70 90.00 23.500 25.80 100.00 23.500 25.89 110.00 23.500 26.00 120.00 23.500 26.09 130.00 23.500 26.17 140.00 23.500 26.24 150.00 23.500 26.34 160.00 23.500 26.36 170.00 23.500 26.45 180.00 23.500 26.53 190.00 23.500 26.58 200.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1336 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.500 26.64 210.00 23.500 26.71 220.00 23.500 26.77 230.00 23.500 26.84 240.00 23.500 26.91 250.00 23.500 26.97 260.00 23.500 27.02 270.00 23.500 27.09 280.00 23.500 27.14 290.00 23.500 27.19 300.00 23.500 27.25 310.00 23.500 27.29 320.00 23.500 27.35 330.00 23.500 27.40 340.00 23.500 27.46 350.00 23.500 27.49 360.00 23.500 27.55 370.00 23.500 27.60 380.00 23.500 27.63 390.00 23.500 27.69 400.00 23.500 27.73 410.00 23.500 27.78 420.00 23.500 27.83 430.00 23.500 27.82 440.00 23.500 27.86 450.00 23.500 27.91 460.00 23.500 27.95 470.00 23.500 27.99 480.00 23.500 28.03 490.00 23.500 28.07 500.00 23.750 23.75 0.00 23.750 23.91 10.00 23.750 24.23 20.00 23.750 24.59 30.00 23.750 24.93 40.00 23.750 25.16 50.00 23.750 25.34 60.00 23.750 25.44 70.00 23.750 25.57 80.00 23.750 25.69 90.00 23.750 25.80 100.00 23.750 25.89 110.00 23.750 26.00 120.00 23.750 26.09 130.00 23.750 26.17 140.00 23.750 26.24 150.00 23.750 26.34 160.00 23.750 26.36 170.00 23.750 26.45 180.00 23.750 26.53 190.00 23.750 26.58 200.00 23.750 26.64 210.00 23.750 26.71 220.00 23.750 26.77 230.00 23.750 26.84 240.00 23.750 26.91 250.00 23.750 26.97 260.00 23.750 27.02 270.00 23.750 27.09 280.00 23.750 27.14 290.00 23.750 27.19 300.00 23.750 27.25 310.00 23.750 27.29 320.00 23.750 27.35 330.00 23.750 27.40 340.00 23.750 27.46 350.00 23.750 27.49 360.00 23.750 27.55 370.00 23.750 27.60 380.00 23.750 27.63 390.00 23.750 27.69 400.00 23.750 27.73 410.00 23.750 27.78 420.00 23.750 27.83 430.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1337 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 23.750 27.82 440.00 23.750 27.86 450.00 23.750 27.91 460.00 23.750 27.95 470.00 23.750 27.99 480.00 23.750 28.03 490.00 23.750 28.07 500.00 24.000 24.00 0.00 24.000 24.07 10.00 24.000 24.24 20.00 24.000 24.47 30.00 24.000 24.73 40.00 24.000 24.99 50.00 24.000 25.26 60.00 24.000 25.45 70.00 24.000 25.58 80.00 24.000 25.69 90.00 24.000 25.80 100.00 24.000 25.89 110.00 24.000 26.00 120.00 24.000 26.09 130.00 24.000 26.17 140.00 24.000 26.24 150.00 24.000 26.34 160.00 24.000 26.36 170.00 24.000 26.45 180.00 24.000 26.53 190.00 24.000 26.58 200.00 24.000 26.64 210.00 24.000 26.71 220.00 24.000 26.77 230.00 24.000 26.84 240.00 24.000 26.91 250.00 24.000 26.97 260.00 24.000 27.02 270.00 24.000 27.09 280.00 24.000 27.14 290.00 24.000 27.19 300.00 24.000 27.25 310.00 24.000 27.29 320.00 24.000 27.35 330.00 24.000 27.40 340.00 24.000 27.46 350.00 24.000 27.49 360.00 24.000 27.55 370.00 24.000 27.60 380.00 24.000 27.63 390.00 24.000 27.69 400.00 24.000 27.73 410.00 24.000 27.78 420.00 24.000 27.83 430.00 24.000 27.82 440.00 24.000 27.86 450.00 24.000 27.91 460.00 24.000 27.95 470.00 24.000 27.99 480.00 24.000 28.03 490.00 24.000 28.07 500.00 25.000 25.00 0.00 25.000 25.13 50.00 25.000 25.49 100.00 25.000 26.06 150.00 25.000 26.58 200.00 25.000 26.91 250.00 25.000 27.18 300.00 25.000 27.45 350.00 25.000 27.69 400.00 25.000 27.86 450.00 25.000 28.07 500.00 25.000 28.26 550.00 25.000 28.43 600.00 25.000 28.59 650.00 25.000 28.75 700.00 25.000 28.91 750.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1338 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 25.000 29.05 800.00 25.000 29.19 850.00 25.000 29.32 900.00 25.000 29.45 950.00 25.000 29.58 1000.00 25.000 29.69 1050.00 25.000 29.81 1100.00 25.000 29.92 1150.00 25.000 30.03 1200.00 25.000 30.13 1250.00 25.000 30.20 1300.00 25.000 30.26 1350.00 25.000 30.33 1400.00 25.000 30.38 1450.00 25.000 30.44 1500.00 26.000 26.00 0.00 26.000 26.02 50.00 26.000 26.10 100.00 26.000 26.22 150.00 26.000 26.41 200.00 26.000 26.66 250.00 26.000 26.99 300.00 26.000 27.42 350.00 26.000 27.66 400.00 26.000 27.86 450.00 26.000 28.07 500.00 26.000 28.26 550.00 26.000 28.43 600.00 26.000 28.59 650.00 26.000 28.75 700.00 26.000 28.91 750.00 26.000 29.05 800.00 26.000 29.19 850.00 26.000 29.32 900.00 26.000 29.45 950.00 26.000 29.58 1000.00 26.000 29.69 1050.00 26.000 29.81 1100.00 26.000 29.92 1150.00 26.000 30.03 1200.00 26.000 30.13 1250.00 26.000 30.20 1300.00 26.000 30.26 1350.00 26.000 30.33 1400.00 26.000 30.38 1450.00 26.000 30.44 1500.00 26.000 30.41 1550.00 26.000 30.42 1600.00 26.000 30.44 1650.00 26.000 30.47 1700.00 26.000 30.48 1750.00 26.000 33.42 1800.00 26.000 33.79 1850.00 26.000 33.79 1900.00 26.000 31.97 1950.00 26.000 32.44 2000.00 27.000 27.00 0.00 27.000 27.01 50.00 27.000 27.03 100.00 27.000 27.06 150.00 27.000 27.11 200.00 27.000 27.18 250.00 27.000 27.26 300.00 27.000 27.37 350.00 27.000 27.50 400.00 27.000 27.67 450.00 27.000 27.87 500.00 27.000 28.12 550.00 27.000 28.42 600.00 27.000 28.59 650.00 27.000 28.75 700.00 27.000 28.91 750.00 27.000 29.05 800.00 27.000 29.19 850.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1339 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 27.000 29.32 900.00 27.000 29.45 950.00 27.000 29.58 1000.00 27.000 29.69 1050.00 27.000 29.81 1100.00 27.000 29.92 1150.00 27.000 30.03 1200.00 27.000 30.13 1250.00 27.000 30.20 1300.00 27.000 30.26 1350.00 27.000 30.33 1400.00 27.000 30.38 1450.00 27.000 30.44 1500.00 27.000 30.41 1550.00 27.000 30.42 1600.00 27.000 30.44 1650.00 27.000 30.47 1700.00 27.000 30.48 1750.00 27.000 33.42 1800.00 27.000 33.79 1850.00 27.000 33.79 1900.00 27.000 31.97 1950.00 27.000 32.44 2000.00 27.500 27.50 0.00 27.500 27.51 100.00 27.500 27.56 200.00 27.500 27.64 300.00 27.500 27.77 400.00 27.500 27.96 500.00 27.500 28.23 600.00 27.500 28.61 700.00 27.500 29.05 800.00 27.500 29.32 900.00 27.500 29.58 1000.00 27.500 29.81 1100.00 27.500 30.03 1200.00 27.500 30.20 1300.00 27.500 30.33 1400.00 27.500 30.44 1500.00 27.500 30.42 1600.00 27.500 30.47 1700.00 27.500 33.42 1800.00 27.500 33.79 1900.00 27.500 32.44 2000.00 27.500 32.90 2100.00 27.500 33.33 2200.00 27.500 34.11 2300.00 27.500 34.50 2400.00 27.500 34.81 2500.00 27.500 35.42 2600.00 27.500 35.86 2700.00 28.000 28.00 0.00 28.000 28.01 100.00 28.000 28.03 200.00 28.000 28.08 300.00 28.000 28.15 400.00 28.000 28.25 500.00 28.000 28.40 600.00 28.000 28.60 700.00 28.000 28.85 800.00 28.000 29.19 900.00 28.000 29.58 1000.00 28.000 29.81 1100.00 28.000 30.03 1200.00 28.000 30.20 1300.00 28.000 30.33 1400.00 28.000 30.44 1500.00 28.000 30.42 1600.00 28.000 30.47 1700.00 28.000 33.42 1800.00 28.000 33.79 1900.00 28.000 32.44 2000.00 28.000 32.90 2100.00 28.000 33.33 2200.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1340 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.000 34.11 2300.00 28.000 34.50 2400.00 28.000 34.81 2500.00 28.000 35.42 2600.00 28.000 35.86 2700.00 28.500 28.50 0.00 28.500 28.51 100.00 28.500 28.52 200.00 28.500 28.55 300.00 28.500 28.60 400.00 28.500 28.66 500.00 28.500 28.74 600.00 28.500 28.84 700.00 28.500 28.98 800.00 28.500 29.15 900.00 28.500 29.38 1000.00 28.500 29.65 1100.00 28.500 29.97 1200.00 28.500 30.20 1300.00 28.500 30.33 1400.00 28.500 30.44 1500.00 28.500 30.49 1600.00 28.500 30.47 1700.00 28.500 33.42 1800.00 28.500 33.79 1900.00 28.500 32.44 2000.00 28.500 32.90 2100.00 28.500 33.33 2200.00 28.500 34.11 2300.00 28.500 34.50 2400.00 28.500 34.81 2500.00 28.500 35.42 2600.00 28.500 35.86 2700.00 29.000 29.00 0.00 29.000 29.01 200.00 29.000 29.06 400.00 29.000 29.14 600.00 29.000 29.26 800.00 29.000 29.46 1000.00 29.000 29.74 1200.00 29.000 30.08 1400.00 29.000 30.39 1600.00 29.000 30.50 1800.00 29.000 32.44 2000.00 29.000 33.33 2200.00 29.000 34.50 2400.00 29.000 35.42 2600.00 29.500 29.50 0.00 29.500 29.51 200.00 29.500 29.54 400.00 29.500 29.58 600.00 29.500 29.65 800.00 29.500 29.76 1000.00 29.500 29.90 1200.00 29.500 30.10 1400.00 29.500 30.32 1600.00 29.500 33.42 1800.00 29.500 32.15 2000.00 29.500 33.33 2200.00 29.500 34.50 2400.00 29.500 35.42 2600.00 30.000 30.00 0.00 30.000 30.00 10.00 30.000 30.00 20.00 30.000 30.00 30.00 30.000 30.00 40.00 30.000 30.00 50.00 30.000 30.00 60.00 30.000 30.00 70.00 30.000 30.00 80.00 30.000 30.00 90.00 30.000 30.00 100.00 30.000 30.00 110.00 30.000 30.00 120.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1341 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 30.000 30.00 130.00 30.000 30.00 140.00 30.000 30.00 150.00 30.000 30.00 160.00 30.000 30.00 170.00 30.000 30.00 180.00 30.000 30.01 190.00 30.000 30.01 200.00 30.000 30.01 210.00 30.000 30.01 220.00 30.000 30.01 230.00 30.000 30.01 240.00 30.000 30.01 250.00 30.000 30.01 300.00 30.000 30.02 350.00 30.000 30.02 400.00 30.000 30.03 450.00 30.000 30.04 500.00 30.000 30.04 550.00 30.000 30.05 600.00 30.000 30.06 650.00 30.000 30.07 700.00 30.000 30.08 750.00 30.000 30.10 800.00 30.000 30.11 850.00 30.000 30.12 900.00 30.000 30.14 950.00 30.000 30.16 1000.00 30.000 30.79 1050.00 30.000 30.84 1100.00 30.000 30.93 1150.00 30.000 30.66 1200.00 30.000 30.76 1250.00 30.000 30.75 1300.00 30.000 30.85 1350.00 30.000 30.95 1400.00 30.000 31.05 1450.00 30.000 31.07 1500.00 30.000 31.25 1550.00 30.000 31.67 1750.00 30.000 32.27 1950.00 30.000 33.28 2150.00 30.000 34.09 2350.00 30.000 35.12 2550.00 30.500 30.52 200.00 30.500 30.52 210.00 30.500 30.52 220.00 30.500 30.52 230.00 30.500 30.52 240.00 30.500 30.52 250.00 30.500 30.55 350.00 30.500 30.58 450.00 30.500 30.62 550.00 30.500 30.69 650.00 30.500 30.74 750.00 30.500 30.83 850.00 30.500 30.93 950.00 30.500 31.02 1050.00 30.500 31.16 1150.00 30.500 31.26 1250.00 30.500 31.44 1350.00 30.500 31.60 1450.00 30.500 31.78 1550.00 30.500 32.16 1750.00 30.500 32.68 1950.00 30.500 33.38 2150.00 30.500 34.09 2350.00 30.500 35.10 2550.00 31.000 31.02 200.00 31.000 31.02 210.00 31.000 31.02 220.00 31.000 31.02 230.00 31.000 31.03 240.00 31.000 31.03 250.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1342 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 31.000 31.06 350.00 31.000 31.09 450.00 31.000 31.15 550.00 31.000 31.21 650.00 31.000 31.27 750.00 31.000 31.37 850.00 31.000 31.46 950.00 31.000 31.58 1050.00 31.000 31.67 1150.00 31.000 31.83 1250.00 31.000 31.99 1350.00 31.000 32.15 1450.00 31.000 32.32 1550.00 31.000 32.78 1750.00 31.000 33.26 1950.00 31.000 33.88 2150.00 31.000 34.50 2350.00 31.000 35.12 2550.00 31.000 35.93 2750.00 31.500 31.52 200.00 31.500 31.52 210.00 31.500 31.52 220.00 31.500 31.53 230.00 31.500 31.53 240.00 31.500 31.53 250.00 31.500 31.56 350.00 31.500 31.60 450.00 31.500 31.65 550.00 31.500 31.72 650.00 31.500 31.79 750.00 31.500 31.87 850.00 31.500 31.98 950.00 31.500 32.09 1050.00 31.500 32.23 1150.00 31.500 32.38 1250.00 31.500 32.52 1350.00 31.500 32.67 1450.00 31.500 32.81 1550.00 31.500 33.24 1750.00 31.500 33.81 1950.00 31.500 34.35 2150.00 31.500 34.91 2350.00 31.500 35.73 2550.00 32.000 32.02 200.00 32.000 32.02 210.00 32.000 32.02 220.00 32.000 32.03 230.00 32.000 32.03 240.00 32.000 32.03 250.00 32.000 32.06 350.00 32.000 32.11 450.00 32.000 32.16 550.00 32.000 32.23 650.00 32.000 32.29 750.00 32.000 32.39 850.00 32.000 32.51 950.00 32.000 32.64 1050.00 32.000 32.77 1150.00 32.000 32.90 1250.00 32.000 33.03 1350.00 32.000 33.28 1450.00 32.000 33.41 1550.00 32.000 33.79 1750.00 32.000 34.29 1950.00 32.000 34.78 2150.00 32.000 35.51 2350.00 32.000 35.94 2550.00 32.500 32.52 200.00 32.500 32.52 210.00 32.500 32.53 220.00 32.500 32.53 230.00 32.500 32.53 240.00 32.500 32.53 250.00 32.500 32.57 350.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1343 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 32.500 32.61 450.00 32.500 32.67 550.00 32.500 32.74 650.00 32.500 32.81 750.00 32.500 32.89 850.00 32.500 33.00 950.00 32.500 33.11 1050.00 32.500 33.28 1150.00 32.500 33.39 1250.00 32.500 33.61 1350.00 32.500 33.72 1450.00 32.500 33.94 1550.00 32.500 34.38 1750.00 32.500 34.92 1950.00 32.500 35.36 2150.00 32.500 35.89 2350.00 33.000 33.02 200.00 33.000 33.02 210.00 33.000 33.03 220.00 33.000 33.03 230.00 33.000 33.03 240.00 33.000 33.04 250.00 33.000 33.07 350.00 33.000 33.12 450.00 33.000 33.17 550.00 33.000 33.24 650.00 33.000 33.33 750.00 33.000 33.43 850.00 33.000 33.53 950.00 33.000 33.67 1050.00 33.000 33.76 1150.00 33.000 33.95 1250.00 33.000 34.05 1350.00 33.000 34.24 1450.00 33.000 34.52 1550.00 33.000 34.89 1750.00 33.000 35.26 1950.00 33.000 35.82 2150.00 33.500 33.52 200.00 33.500 33.52 210.00 33.500 33.53 220.00 33.500 33.53 230.00 33.500 33.53 240.00 33.500 33.54 250.00 33.500 33.57 350.00 33.500 33.62 450.00 33.500 33.68 550.00 33.500 33.74 650.00 33.500 33.84 750.00 33.500 33.94 850.00 33.500 34.05 950.00 33.500 34.13 1050.00 33.500 34.29 1150.00 33.500 34.45 1250.00 33.500 34.60 1350.00 33.500 34.76 1450.00 33.500 34.92 1550.00 33.500 35.38 1750.00 33.500 35.85 1950.00 34.000 34.02 200.00 34.000 34.03 210.00 34.000 34.03 220.00 34.000 34.03 230.00 34.000 34.03 240.00 34.000 34.04 250.00 34.000 34.07 350.00 34.000 34.12 450.00 34.000 34.17 550.00 34.000 34.25 650.00 34.000 34.35 750.00 34.000 34.44 850.00 34.000 34.54 950.00 34.000 34.69 1050.00 34.000 34.82 1150.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1344 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 34.000 34.94 1250.00 34.000 35.13 1350.00 34.000 35.26 1450.00 34.000 35.50 1550.00 34.000 35.88 1750.00 34.250 34.27 200.00 34.250 34.28 210.00 34.250 34.28 220.00 34.250 34.28 230.00 34.250 34.28 240.00 34.250 34.29 250.00 34.250 34.33 350.00 34.250 34.37 450.00 34.250 34.43 550.00 34.250 34.50 650.00 34.250 34.58 750.00 34.250 34.69 850.00 34.250 34.80 950.00 34.250 34.91 1050.00 34.250 35.07 1150.00 34.250 35.24 1250.00 34.250 35.35 1350.00 34.250 35.57 1450.00 34.250 35.78 1550.00 ========================================================================================== ==== Pipes =============================================================================== ========================================================================================== Name: RA0120A From Node: NA0120 Length(ft): 41.00 Group: A To Node: NA0110 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 600.00 600.00 Entrance Loss Coef: 0.40 Rise(in): 96.00 96.00 Exit Loss Coef: 0.50 Invert(ft): 6.140 6.040 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares ---------------------------------------------------------------------------------------------------- Name: RA0150A From Node: NA0150 Length(ft): 27.00 Group: A To Node: NA0140 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 120.00 120.00 Entrance Loss Coef: 0.40 Rise(in): 60.00 60.00 Exit Loss Coef: 1.00 Invert(ft): 7.410 7.050 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 30° to 75° wingwall flares $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1345 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0190A From Node: NA0190 Length(ft): 158.00 Group: A To Node: NA0180 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 120.00 120.00 Entrance Loss Coef: 0.50 Rise(in): 108.00 108.00 Exit Loss Coef: 0.50 Invert(ft): 15.140 9.130 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0190B From Node: NA0190 Length(ft): 158.00 Group: A To Node: NA0180 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 120.00 120.00 Entrance Loss Coef: 0.50 Rise(in): 108.00 108.00 Exit Loss Coef: 0.50 Invert(ft): 15.140 9.500 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0190C From Node: NA0190 Length(ft): 159.00 Group: A To Node: NA0180 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 120.00 120.00 Entrance Loss Coef: 0.50 Rise(in): 108.00 108.00 Exit Loss Coef: 0.50 Invert(ft): 15.140 9.150 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0190D From Node: NA0190 Length(ft): 158.00 Group: A To Node: NA0180 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1346 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Geometry: Rectangular Rectangular Flow: Both Span(in): 120.00 120.00 Entrance Loss Coef: 0.50 Rise(in): 108.00 108.00 Exit Loss Coef: 0.50 Invert(ft): 15.140 9.180 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0230A From Node: NA0230 Length(ft): 27.00 Group: A To Node: NA0220 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.20 Rise(in): 72.00 72.00 Exit Loss Coef: 0.50 Invert(ft): 17.040 16.940 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA0230B From Node: NA0230 Length(ft): 30.00 Group: A To Node: NA0220 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.20 Rise(in): 72.00 72.00 Exit Loss Coef: 0.50 Invert(ft): 17.040 16.940 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA0250A From Node: NA0250 Length(ft): 22.00 Group: A To Node: NA0240 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 288.00 288.00 Entrance Loss Coef: 0.50 Rise(in): 88.00 88.00 Exit Loss Coef: 0.50 Invert(ft): 15.840 15.740 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1347 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: RA0250B From Node: NA0250 Length(ft): 23.00 Group: A To Node: NA0240 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 18.040 17.940 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0250C From Node: NA0250 Length(ft): 25.00 Group: A To Node: NA0240 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 72.00 72.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 18.040 17.940 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0290A From Node: NA0290 Length(ft): 33.00 Group: A To Node: NA0280 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 386.00 386.00 Entrance Loss Coef: 0.50 Rise(in): 50.00 50.00 Exit Loss Coef: 0.70 Invert(ft): 18.900 18.900 Bend Loss Coef: 0.00 Manning's N: 0.050000 0.050000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1348 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Rectangular Box: 0° wingwall flares Downstream FHWA Inlet Edge Description: Rectangular Box: 0° wingwall flares ---------------------------------------------------------------------------------------------------- Name: RA0380A From Node: NA0380 Length(ft): 38.00 Group: A To Node: NA0370 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 240.00 240.00 Entrance Loss Coef: 0.50 Rise(in): 90.00 90.00 Exit Loss Coef: 0.50 Invert(ft): 31.240 31.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 45° bevels Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 45° bevels ---------------------------------------------------------------------------------------------------- Name: RA0400A From Node: NA0400 Length(ft): 168.00 Group: A To Node: NA0390 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 108.00 108.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 34.430 34.350 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0400B From Node: NA0400 Length(ft): 165.00 Group: A To Node: NA0390 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 108.00 108.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 34.450 34.350 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1349 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0410A From Node: NA0410 Length(ft): 74.00 Group: A To Node: NA0400 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Arch Arch Flow: Both Span(in): 108.00 108.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 35.160 35.000 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Arch CM: 90° headwall Downstream FHWA Inlet Edge Description: Arch CM: 90° headwall ---------------------------------------------------------------------------------------------------- Name: RA0410B From Node: NA0410 Length(ft): 76.00 Group: A To Node: NA0400 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Arch Arch Flow: Both Span(in): 108.00 108.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 35.160 35.020 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Arch CM: 90° headwall Downstream FHWA Inlet Edge Description: Arch CM: 90° headwall ---------------------------------------------------------------------------------------------------- Name: RA0430A From Node: NA0430 Length(ft): 85.00 Group: A To Node: NA0420 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 96.00 96.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 1.00 Invert(ft): 40.900 37.490 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0430B From Node: NA0430 Length(ft): 85.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1350 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA0420 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 96.00 96.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 1.00 Invert(ft): 40.950 38.870 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0450A From Node: NA0450 Length(ft): 32.30 Group: A To Node: NA0440 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Arch Arch Flow: Both Span(in): 81.00 81.00 Entrance Loss Coef: 0.50 Rise(in): 56.00 56.00 Exit Loss Coef: 0.50 Invert(ft): 41.250 41.220 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Arch CM: 90° headwall Downstream FHWA Inlet Edge Description: Arch CM: 90° headwall Updated per COS Warehousr Project Survey - Prepared by Suncoast Land Surveying, Inc. (dated 08/3/13). ---------------------------------------------------------------------------------------------------- Name: RA0450B From Node: NA0450 Length(ft): 31.40 Group: A To Node: NA0440 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Arch Arch Flow: Both Span(in): 81.00 81.00 Entrance Loss Coef: 0.50 Rise(in): 56.00 56.00 Exit Loss Coef: 0.50 Invert(ft): 40.910 41.020 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Arch CM: 90° headwall Downstream FHWA Inlet Edge Description: Arch CM: 90° headwall Updated per COS Warehousr Project Survey - Prepared by Suncoast Land Surveying, Inc. (dated 08/3/13). ---------------------------------------------------------------------------------------------------- Name: RA0470A From Node: NA0470 Length(ft): 66.00 Group: A To Node: NA0460 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 120.00 120.00 Entrance Loss Coef: 0.50 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1351 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 84.00 84.00 Exit Loss Coef: 0.50 Invert(ft): 41.460 41.220 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Updated per COS Warehousr Project Survey - Prepared by Suncoast Land Surveying, Inc. (dated 08/3/13). ---------------------------------------------------------------------------------------------------- Name: RA0510A From Node: NA0510 Length(ft): 49.00 Group: A To Node: NA0500 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 42.140 42.040 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0510B From Node: NA0510 Length(ft): 25.00 Group: A To Node: NA0500 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 42.140 42.040 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0540A From Node: NA0540 Length(ft): 55.00 Group: A To Node: NA0530 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 108.00 108.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 42.140 41.440 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1352 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0550A From Node: NA0550 Length(ft): 48.00 Group: A To Node: NA0540 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 42.140 41.840 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0560A From Node: NA0560 Length(ft): 85.00 Group: A To Node: NA0550 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 108.00 108.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 Invert(ft): 44.140 43.840 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0560B From Node: NA0560 Length(ft): 85.00 Group: A To Node: NA0550 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 108.00 108.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 Invert(ft): 44.140 43.840 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1353 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA0600A From Node: NA0600 Length(ft): 78.00 Group: A To Node: NA0590 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.50 Invert(ft): 46.730 46.450 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0610A From Node: NA0610 Length(ft): 7.00 Group: A To Node: NA0600 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 48.340 47.540 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0620A From Node: NA0620 Length(ft): 58.00 Group: A To Node: NA0610 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 49.740 49.140 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1354 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0630A From Node: NA0630 Length(ft): 51.00 Group: A To Node: NA0620 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 10.00 10.00 Entrance Loss Coef: 0.50 Rise(in): 10.00 10.00 Exit Loss Coef: 1.00 Invert(ft): 50.920 50.370 Bend Loss Coef: 0.00 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat ---------------------------------------------------------------------------------------------------- Name: RA0640A From Node: NA0640 Length(ft): 95.00 Group: A To Node: NA0630 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.20 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): 52.340 51.080 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA0660A From Node: NA0660 Length(ft): 413.00 Group: A To Node: NA0010 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.50 Rise(in): 12.00 12.00 Exit Loss Coef: 1.00 Invert(ft): 11.120 4.320 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0670A From Node: NA0670 Length(ft): 127.00 Group: A To Node: NA0010 Count: 1 Friction Equation: Average Conveyance $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1355 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): 8.770 7.000 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA0670B From Node: NA0670 Length(ft): 127.00 Group: A To Node: NA0010 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): 6.330 3.800 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0700A From Node: NA0700 Length(ft): 497.00 Group: A To Node: NA0690 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): 25.850 7.950 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA0710A From Node: NA0710 Length(ft): 527.00 Group: A To Node: NA0690 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): 5.090 2.450 Bend Loss Coef: 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1356 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0740A From Node: NA0740 Length(ft): 41.00 Group: A To Node: NA0010 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.20 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): 6.280 5.070 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA0760A From Node: NA0760 Length(ft): 425.00 Group: A To Node: NA0750 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 1.00 Invert(ft): 2.140 -0.660 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA0770A From Node: NA0770 Length(ft): 654.00 Group: A To Node: NA0760 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 7.040 2.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1357 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0780A From Node: NA0780 Length(ft): 59.00 Group: A To Node: NA0770 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.00 Invert(ft): 7.140 7.040 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0790A From Node: NA0790 Length(ft): 25.00 Group: A To Node: NA0780 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 12.140 12.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0820A From Node: NA0820 Length(ft): 149.00 Group: A To Node: NA0780 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.00 Invert(ft): 7.940 7.840 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1358 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0830B From Node: NA0830 Length(ft): 150.00 Group: A To Node: NA0820 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 8.040 7.940 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0840A From Node: NA0840 Length(ft): 141.00 Group: A To Node: NA0830 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 8.140 8.040 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0850A From Node: NA0850 Length(ft): 96.00 Group: A To Node: NA0840 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.50 Rise(in): 29.00 29.00 Exit Loss Coef: 0.50 Invert(ft): 12.240 12.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1359 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: RA0870A From Node: NA0870 Length(ft): 26.00 Group: A To Node: NA0770 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 12.140 12.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0903A From Node: NA0903 Length(ft): 138.00 Group: A To Node: NA0900 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 76.00 76.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 Invert(ft): -2.150 -1.200 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: RA0907A From Node: NA0907 Length(ft): 390.00 Group: A To Node: NA0903 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 76.00 76.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.00 Invert(ft): -0.700 -2.100 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: RA0910A From Node: NA0910 Length(ft): 418.00 Group: A To Node: NA0903 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1360 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.00 Invert(ft): 7.020 3.670 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0940A From Node: NA0940 Length(ft): 375.00 Group: A To Node: NA0930 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): 10.500 8.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA0950A From Node: NA0950 Length(ft): 545.00 Group: A To Node: NA0940 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 12.580 10.490 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0960A From Node: NA0960 Length(ft): 146.00 Group: A To Node: NA0950 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 15.790 12.580 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1361 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA0990A From Node: NA0990 Length(ft): 61.00 Group: A To Node: NA0060 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.20 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): 10.580 10.590 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1010A From Node: NA1010 Length(ft): 25.00 Group: A To Node: NA0990 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.20 Rise(in): 19.00 19.00 Exit Loss Coef: 0.50 Invert(ft): 18.300 18.200 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 13.200 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1010B From Node: NA1010 Length(ft): 23.00 Group: A To Node: NA0990 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.20 Rise(in): 19.00 19.00 Exit Loss Coef: 0.50 Invert(ft): 18.040 19.080 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 13.900 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1362 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Horizontal Ellipse Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1020A From Node: NA1020 Length(ft): 100.00 Group: A To Node: NA0990 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): 37.000 33.400 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA1030A From Node: NA1030 Length(ft): 496.00 Group: A To Node: NA0990 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): 35.500 31.600 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope ---------------------------------------------------------------------------------------------------- Name: RA1040A From Node: NA1040 Length(ft): 352.00 Group: A To Node: NA1020 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 0.00 Invert(ft): 40.700 37.000 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1363 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1050A From Node: NA1050 Length(ft): 246.00 Group: A To Node: NA0080 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.50 Rise(in): 12.00 12.00 Exit Loss Coef: 1.00 Invert(ft): 16.260 15.200 Bend Loss Coef: 0.00 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat ---------------------------------------------------------------------------------------------------- Name: RA1070A From Node: NA1070 Length(ft): 34.00 Group: A To Node: NA0080 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): 18.640 17.710 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1080A From Node: NA1080 Length(ft): 22.00 Group: A To Node: NA0080 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.90 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): 13.770 13.020 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Projecting Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA1120A From Node: NA1120 Length(ft): 191.00 Group: A To Node: NA0080 Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1364 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): 25.350 24.310 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1130A From Node: NA1130 Length(ft): 150.00 Group: A To Node: NA0100 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): 27.890 25.120 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1140A From Node: NA1140 Length(ft): 111.00 Group: A To Node: NA0100 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.20 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): 35.500 30.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1160A From Node: NA1160 Length(ft): 133.00 Group: A To Node: NA0110 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1365 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Invert(ft): 16.010 7.690 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1180A From Node: NA1180 Length(ft): 72.00 Group: A To Node: NA0120 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Arch Arch Flow: Both Span(in): 50.00 50.00 Entrance Loss Coef: 0.90 Rise(in): 31.00 31.00 Exit Loss Coef: 1.00 Invert(ft): 9.070 7.770 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Arch CM: Thin wall projecting Downstream FHWA Inlet Edge Description: Arch CM: Thin wall projecting ---------------------------------------------------------------------------------------------------- Name: RA1190A From Node: NA1190 Length(ft): 13.00 Group: A To Node: NA1180 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 120.00 120.00 Entrance Loss Coef: 0.50 Rise(in): 90.00 90.00 Exit Loss Coef: 0.50 Invert(ft): 11.440 10.640 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA1190B From Node: NA1190 Length(ft): 13.00 Group: A To Node: NA1180 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 120.00 120.00 Entrance Loss Coef: 0.50 Rise(in): 78.00 78.00 Exit Loss Coef: 0.50 Invert(ft): 12.440 11.640 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1366 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA1190C From Node: NA1190 Length(ft): 13.00 Group: A To Node: NA1180 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 120.00 120.00 Entrance Loss Coef: 0.50 Rise(in): 78.00 78.00 Exit Loss Coef: 0.50 Invert(ft): 12.440 11.640 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA1220A From Node: NA1220 Length(ft): 77.00 Group: A To Node: NA1210 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 18.210 16.850 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1240A From Node: NA1240 Length(ft): 224.00 Group: A To Node: NA0130 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): 12.200 8.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1367 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1250A From Node: NA1250 Length(ft): 329.00 Group: A To Node: NA1240 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 14.800 14.400 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1260A From Node: NA1260 Length(ft): 92.00 Group: A To Node: NA1250 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 14.900 14.700 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1310A From Node: NA1310 Length(ft): 174.00 Group: A To Node: NA1300 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 Invert(ft): 17.840 15.490 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1368 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1320A From Node: NA1320 Length(ft): 602.00 Group: A To Node: NA1310 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.50 Invert(ft): 24.540 18.340 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1330A From Node: NA1330 Length(ft): 40.00 Group: A To Node: NA1320 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 28.560 28.340 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1330B From Node: NA1330 Length(ft): 40.00 Group: A To Node: NA1320 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 28.560 28.340 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1340E From Node: NA4110 Length(ft): 34.00 Group: A To Node: NA1340 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1369 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.50 Rise(in): 12.00 12.00 Exit Loss Coef: 1.00 Invert(ft): 31.140 30.640 Bend Loss Coef: 0.00 Manning's N: 0.011000 0.011000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1360A From Node: NA1360 Length(ft): 955.00 Group: A To Node: NA4110 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 43.940 31.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1370A From Node: NA1370 Length(ft): 258.00 Group: A To Node: NA1360 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 44.640 43.940 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1380A From Node: NA1380 Length(ft): 248.00 Group: A To Node: NA1370 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 46.040 45.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1370 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1390A From Node: NA1390 Length(ft): 54.00 Group: A To Node: NA1380 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 47.440 46.040 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1400A From Node: NA1400 Length(ft): 14.00 Group: A To Node: NA1390 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 47.640 47.440 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1430A From Node: NA1430 Length(ft): 158.00 Group: A To Node: NA1390 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 48.810 47.440 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1371 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1440A From Node: NA1440 Length(ft): 217.00 Group: A To Node: NA1300 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): 19.140 15.640 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1450A From Node: NA1450 Length(ft): 499.00 Group: A To Node: NA1300 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 1.00 Invert(ft): 11.960 11.220 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1460A From Node: NA1460 Length(ft): 239.00 Group: A To Node: NA1450 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 20.520 12.980 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1372 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1470A From Node: NA1470 Length(ft): 71.00 Group: A To Node: NA1460 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 24.300 24.200 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1480A From Node: NA1480 Length(ft): 53.00 Group: A To Node: NA1470 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.00 Invert(ft): 24.960 24.800 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1490A From Node: NA1490 Length(ft): 512.00 Group: A To Node: NA1480 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.00 Invert(ft): 34.540 24.960 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1500A From Node: NA1500 Length(ft): 28.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1373 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA1490 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.50 Invert(ft): 34.670 34.540 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1510A From Node: NA1510 Length(ft): 102.00 Group: A To Node: NA1500 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 35.790 35.560 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1520A From Node: NA1520 Length(ft): 35.00 Group: A To Node: NA1510 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 37.520 37.290 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1530A From Node: NA1530 Length(ft): 159.00 Group: A To Node: NA1520 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1374 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 41.840 38.200 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1540A From Node: NA1540 Length(ft): 93.00 Group: A To Node: NA1530 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 42.540 41.840 Bend Loss Coef: 0.00 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat ---------------------------------------------------------------------------------------------------- Name: RA1570A From Node: NA1570 Length(ft): 539.00 Group: A To Node: NA1510 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 44.000 39.950 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1580A From Node: NA1580 Length(ft): 763.00 Group: A To Node: NA1570 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 50.000 44.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1375 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1590A From Node: NA1590 Length(ft): 38.00 Group: A To Node: NA1570 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.00 Invert(ft): 52.000 51.900 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1600A From Node: NA1600 Length(ft): 67.00 Group: A To Node: NA1470 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 25.570 25.400 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1600B From Node: NA1600 Length(ft): 67.00 Group: A To Node: NA1470 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 25.570 25.400 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1376 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1630A From Node: NA1630 Length(ft): 117.00 Group: A To Node: NA1600 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 26.050 25.570 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1700A From Node: NA1700 Length(ft): 228.00 Group: A To Node: NA1690 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 20.600 20.020 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1740A From Node: NA1740 Length(ft): 385.00 Group: A To Node: NA0200 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): 17.560 15.440 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1377 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1750A From Node: NA1750 Length(ft): 116.00 Group: A To Node: NA0230 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.20 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 18.640 17.950 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1760A From Node: NA1760 Length(ft): 41.00 Group: A To Node: NA0250 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.20 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 18.700 19.200 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1760B From Node: NA1760 Length(ft): 40.00 Group: A To Node: NA0250 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.20 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 19.200 19.400 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1790A From Node: NA1790 Length(ft): 46.00 Group: A To Node: NA1780 Count: 1 Friction Equation: Average Conveyance $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1378 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Rectangular Rectangular Flow: Both Span(in): 96.00 96.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 21.340 20.440 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers ---------------------------------------------------------------------------------------------------- Name: RA1800A From Node: NA1800 Length(ft): 8.00 Group: A To Node: NA1790 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 24.370 23.760 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA1800B From Node: NA1800 Length(ft): 11.00 Group: A To Node: NA1790 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.90 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 24.250 23.640 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Projecting Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA1810A From Node: NA1810 Length(ft): 57.00 Group: A To Node: NA0270 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): 22.240 19.480 Bend Loss Coef: 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1379 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat ---------------------------------------------------------------------------------------------------- Name: RA1820A From Node: NA1820 Length(ft): 242.00 Group: A To Node: NA0270 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 20.920 17.960 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat ---------------------------------------------------------------------------------------------------- Name: RA1830A From Node: NA1830 Length(ft): 771.00 Group: A To Node: NA0280 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): 36.910 19.540 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1840A From Node: NA1840 Length(ft): 581.00 Group: A To Node: NA1830 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 50.120 36.930 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1380 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1850A From Node: NA1850 Length(ft): 1202.00 Group: A To Node: NA1840 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 38.00 38.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 66.550 50.300 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: RA1860A From Node: NA1860 Length(ft): 147.00 Group: A To Node: NA1850 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.20 Rise(in): 15.00 15.00 Exit Loss Coef: 0.00 Invert(ft): 69.700 66.590 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1870A From Node: NA1870 Length(ft): 91.00 Group: A To Node: NA1860 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.20 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 70.660 70.360 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1381 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1880A From Node: NA1880 Length(ft): 34.00 Group: A To Node: NA1870 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.20 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 70.700 71.190 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1890A From Node: NA1890 Length(ft): 104.00 Group: A To Node: NA1880 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.20 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 70.860 70.890 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1890C From Node: NA1890 Length(ft): 35.00 Group: A To Node: BNDRY22 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.20 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 71.100 71.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1382 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: RA1920A From Node: NA1920 Length(ft): 808.00 Group: A To Node: NA0290 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): 35.640 22.490 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1930A From Node: NA1930 Length(ft): 545.00 Group: A To Node: NA1920 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 50.000 35.640 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1940A From Node: NA1940 Length(ft): 245.00 Group: A To Node: NA0300 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): 24.200 24.100 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA1960A From Node: NA1960 Length(ft): 75.00 Group: A To Node: NA1950 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1383 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): 27.140 26.980 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1980A From Node: NA1980 Length(ft): 426.00 Group: A To Node: NA1970 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 19.00 19.00 Exit Loss Coef: 1.00 Invert(ft): 36.370 35.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA1990A From Node: NA1990 Length(ft): 1239.00 Group: A To Node: NA0330 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 91.00 91.00 Entrance Loss Coef: 0.50 Rise(in): 58.00 58.00 Exit Loss Coef: 0.50 Invert(ft): 34.730 22.360 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: RA2000A From Node: NA2000 Length(ft): 146.00 Group: A To Node: NA1990 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.00 Invert(ft): 34.950 34.750 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1384 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2010A From Node: NA2010 Length(ft): 54.00 Group: A To Node: NA2000 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 38.210 38.310 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2020A From Node: NA2020 Length(ft): 99.00 Group: A To Node: NA2010 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.00 Invert(ft): 38.210 38.720 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2030A From Node: NA2030 Length(ft): 171.00 Group: A To Node: NA2020 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.00 Invert(ft): 40.740 38.660 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1385 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2040A From Node: NA2040 Length(ft): 712.00 Group: A To Node: NA2030 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.50 Invert(ft): 43.740 41.160 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2050A From Node: NA2050 Length(ft): 551.00 Group: A To Node: NA2040 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.00 Invert(ft): 49.260 41.150 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2060A From Node: NA2060 Length(ft): 278.00 Group: A To Node: NA2050 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.00 Invert(ft): 49.570 49.270 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1386 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2070A From Node: NA2070 Length(ft): 992.00 Group: A To Node: NA2060 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.50 Invert(ft): 53.380 49.790 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2080A From Node: NA2080 Length(ft): 736.00 Group: A To Node: NA2070 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.00 Invert(ft): 55.500 53.770 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2090A From Node: NA2090 Length(ft): 430.00 Group: A To Node: NA2080 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.50 Invert(ft): 55.050 55.460 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2100A From Node: NA2100 Length(ft): 230.00 Group: A To Node: NA2090 Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1387 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.50 Invert(ft): 56.830 55.260 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2110A From Node: NA2110 Length(ft): 396.00 Group: A To Node: NA2100 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.50 Invert(ft): 57.800 57.100 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2120A From Node: NA2120 Length(ft): 514.00 Group: A To Node: NA2110 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 58.710 58.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2130A From Node: NA2130 Length(ft): 259.00 Group: A To Node: NA2120 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.50 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1388 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Invert(ft): 60.600 59.750 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2140A From Node: NA2140 Length(ft): 149.00 Group: A To Node: NA2130 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.50 Invert(ft): 61.380 60.640 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2150A From Node: NA2150 Length(ft): 590.00 Group: A To Node: NA2140 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 64.590 63.430 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA2160A From Node: NA2160 Length(ft): 348.00 Group: A To Node: NA2150 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 65.050 64.590 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1389 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA2200A From Node: NA2200 Length(ft): 507.00 Group: A To Node: NA2190 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 63.830 62.150 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2210A From Node: NA2210 Length(ft): 115.00 Group: A To Node: NA2200 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.20 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 64.950 64.880 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2220A From Node: NA2220 Length(ft): 93.00 Group: A To Node: NA1990 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.00 Invert(ft): 38.520 38.370 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1390 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2230A From Node: NA2230 Length(ft): 315.00 Group: A To Node: NA2220 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 46.730 38.800 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2240A From Node: NA2240 Length(ft): 320.00 Group: A To Node: NA2230 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 48.510 47.260 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2250A From Node: NA2250 Length(ft): 288.00 Group: A To Node: NA2240 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 53.740 53.640 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1391 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2260A From Node: NA2260 Length(ft): 236.00 Group: A To Node: NA2250 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 54.990 54.820 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2270A From Node: NA2270 Length(ft): 389.00 Group: A To Node: NA2260 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 58.620 55.160 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2280A From Node: NA2280 Length(ft): 93.00 Group: A To Node: NA2270 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 59.500 58.640 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2290A From Node: NA2290 Length(ft): 335.00 Group: A To Node: NA2280 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1392 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 63.000 59.500 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2300A From Node: NA2300 Length(ft): 167.00 Group: A To Node: NA2290 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 65.000 63.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2330A From Node: NA2330 Length(ft): 69.00 Group: A To Node: NA2000 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 34.950 34.850 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2340A From Node: NA2340 Length(ft): 97.00 Group: A To Node: NA2330 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.20 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 46.380 44.870 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1393 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2370A From Node: NA2370 Length(ft): 24.00 Group: A To Node: NA2010 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 42.290 42.070 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2390A From Node: NA2390 Length(ft): 133.00 Group: A To Node: NA2380 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.20 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 52.360 54.570 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2420A From Node: NA2420 Length(ft): 47.00 Group: A To Node: NA2380 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.90 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 51.070 51.510 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1394 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular CMP: Projecting Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA2430A From Node: NA2430 Length(ft): 25.00 Group: A To Node: NA3070 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.90 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 54.700 54.500 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Projecting Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA2500A From Node: NA2500 Length(ft): 41.00 Group: A To Node: NA2050 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.00 Invert(ft): 53.950 52.880 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2510A From Node: NA2510 Length(ft): 663.00 Group: A To Node: NA2500 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.20 Rise(in): 42.00 42.00 Exit Loss Coef: 0.50 Invert(ft): 59.820 54.570 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1395 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2540A From Node: NA2540 Length(ft): 92.00 Group: A To Node: NA2530 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 65.420 64.870 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2550A From Node: NA2550 Length(ft): 45.00 Group: A To Node: NA2540 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 65.430 64.420 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2560A From Node: NA2560 Length(ft): 356.00 Group: A To Node: NA2550 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 66.720 66.190 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2570A From Node: NA2570 Length(ft): 106.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1396 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA2560 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 67.100 66.770 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2590A From Node: NA2590 Length(ft): 55.00 Group: A To Node: NA2500 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.90 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 55.410 54.490 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Projecting Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA2620A From Node: NA2620 Length(ft): 50.00 Group: A To Node: NA2770 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 66.500 66.800 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2620B From Node: NA2620 Length(ft): 100.00 Group: A To Node: NA2550 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1397 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 66.790 66.390 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2660A From Node: NA2660 Length(ft): 63.00 Group: A To Node: NA2110 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 60.200 59.800 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2690A From Node: NA2690 Length(ft): 51.00 Group: A To Node: NA2130 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 62.880 62.690 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2690B From Node: NA2690 Length(ft): 66.00 Group: A To Node: BNDRY2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.20 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 68.190 68.220 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dn or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1398 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2690C From Node: NA2690 Length(ft): 66.00 Group: A To Node: BNDRY2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.20 Rise(in): 15.00 15.00 Exit Loss Coef: 0.50 Invert(ft): 68.210 68.270 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dn or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2700A From Node: NA2700 Length(ft): 1001.00 Group: A To Node: NA2140 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 61.620 61.370 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2710A From Node: NA2710 Length(ft): 265.00 Group: A To Node: NA2180 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.50 Rise(in): 14.00 14.00 Exit Loss Coef: 1.00 Invert(ft): 68.860 66.970 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1399 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2720A From Node: NA2720 Length(ft): 166.00 Group: A To Node: NA2710 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 23.00 23.00 Entrance Loss Coef: 0.50 Rise(in): 14.00 14.00 Exit Loss Coef: 0.50 Invert(ft): 68.920 68.860 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: RA2770A From Node: NA2770 Length(ft): 143.00 Group: A To Node: NA2280 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.20 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 66.250 65.540 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2840A From Node: NA2840 Length(ft): 107.00 Group: A To Node: NA0400 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 35.680 34.440 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1400 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2870A From Node: NA2870 Length(ft): 89.00 Group: A To Node: NA0420 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): 40.500 35.450 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2890A From Node: NA2890 Length(ft): 72.00 Group: A To Node: NA0420 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): 43.900 38.670 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2900A From Node: NA2900 Length(ft): 353.00 Group: A To Node: NA2890 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 44.440 44.220 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2910A From Node: NA2910 Length(ft): 649.00 Group: A To Node: NA2900 Count: 1 Friction Equation: Average Conveyance $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1401 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.20 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 46.100 44.220 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA2940A From Node: NA2940 Length(ft): 66.00 Group: A To Node: NA0460 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.20 Rise(in): 34.00 34.00 Exit Loss Coef: 0.50 Invert(ft): 46.010 45.910 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2950A From Node: NA2950 Length(ft): 100.00 Group: A To Node: NA2940 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.50 Rise(in): 34.00 34.00 Exit Loss Coef: 0.50 Invert(ft): 46.740 46.730 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: RA2960A From Node: NA2960 Length(ft): 95.00 Group: A To Node: NA2950 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.50 Rise(in): 34.00 34.00 Exit Loss Coef: 0.50 Invert(ft): 47.180 46.980 Bend Loss Coef: 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1402 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall ---------------------------------------------------------------------------------------------------- Name: RA2970A From Node: NA2970 Length(ft): 27.00 Group: A To Node: NA2960 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.20 Rise(in): 34.00 34.00 Exit Loss Coef: 0.50 Invert(ft): 47.610 47.510 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2980A From Node: NA2980 Length(ft): 96.00 Group: A To Node: NA2970 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.20 Rise(in): 34.00 34.00 Exit Loss Coef: 0.50 Invert(ft): 48.240 47.580 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA2990A From Node: NA2990 Length(ft): 94.00 Group: A To Node: NA2980 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 53.00 53.00 Entrance Loss Coef: 0.20 Rise(in): 34.00 34.00 Exit Loss Coef: 0.50 Invert(ft): 49.340 49.620 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1403 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3000A From Node: NA3000 Length(ft): 314.00 Group: A To Node: NA2990 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 52.200 50.800 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3010A From Node: NA3010 Length(ft): 302.00 Group: A To Node: NA3000 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 52.280 52.200 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3020A From Node: NA3020 Length(ft): 92.00 Group: A To Node: NA3010 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 52.380 52.280 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1404 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3030A From Node: NA3030 Length(ft): 284.00 Group: A To Node: NA3020 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 55.900 55.800 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3040A From Node: NA3040 Length(ft): 175.00 Group: A To Node: NA3030 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.50 Rise(in): 29.00 29.00 Exit Loss Coef: 1.00 Invert(ft): 55.340 55.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3050A From Node: NA3050 Length(ft): 511.00 Group: A To Node: NA3040 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 58.800 56.340 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1405 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: RA3060A From Node: NA3060 Length(ft): 254.00 Group: A To Node: NA3050 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 58.940 58.800 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3070A From Node: NA3070 Length(ft): 123.00 Group: A To Node: NA3160 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 54.130 54.220 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3130A From Node: NA3130 Length(ft): 40.00 Group: A To Node: NA2990 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 51.650 51.560 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3140A From Node: NA3140 Length(ft): 226.00 Group: A To Node: NA3000 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Arch Arch Flow: Both $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1406 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 29.00 29.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.00 Invert(ft): 54.000 53.200 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Pipe Arch 18" Corner Radius CM: 90° headwall Downstream FHWA Inlet Edge Description: Pipe Arch 18" Corner Radius CM: 90° headwall ---------------------------------------------------------------------------------------------------- Name: RA3150A From Node: NA3150 Length(ft): 62.00 Group: A To Node: NA0470 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 47.900 46.860 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3160A From Node: NA3160 Length(ft): 606.00 Group: A To Node: NA0480 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 47.160 42.650 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3170A From Node: NA3170 Length(ft): 75.00 Group: A To Node: NA3160 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.50 Invert(ft): 48.840 48.640 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1407 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3180A From Node: NA3180 Length(ft): 510.00 Group: A To Node: NA3170 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 54.00 54.00 Entrance Loss Coef: 0.50 Rise(in): 54.00 54.00 Exit Loss Coef: 0.50 Invert(ft): 57.060 48.840 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3190A From Node: NA3190 Length(ft): 622.00 Group: A To Node: NA3180 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 58.990 57.100 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3200A From Node: NA3200 Length(ft): 165.00 Group: A To Node: NA3190 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 59.130 58.980 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1408 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3210A From Node: NA3210 Length(ft): 238.00 Group: A To Node: NA3200 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 61.170 59.320 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3220A From Node: NA3220 Length(ft): 292.00 Group: A To Node: NA3210 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 60.820 61.000 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3240A From Node: NA3240 Length(ft): 63.00 Group: A To Node: NA3230 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.20 Rise(in): 12.00 12.00 Exit Loss Coef: 0.50 Invert(ft): 62.400 61.380 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1409 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3270A From Node: NA3270 Length(ft): 54.00 Group: A To Node: NA3260 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.20 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 66.480 66.440 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3280A From Node: NA3280 Length(ft): 79.00 Group: A To Node: NA3270 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.90 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 66.660 66.430 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Projecting Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA3290A From Node: NA3290 Length(ft): 894.00 Group: A To Node: NA3340 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 64.900 63.170 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3290B From Node: NA3290 Length(ft): 96.00 Group: A To Node: NA3280 Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1410 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.70 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 66.740 66.810 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope ---------------------------------------------------------------------------------------------------- Name: RA3300A From Node: NA3300 Length(ft): 73.00 Group: A To Node: NA3160 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 55.290 54.280 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3310A From Node: NA3310 Length(ft): 191.00 Group: A To Node: NA3210 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 61.370 60.170 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3320A From Node: NA3320 Length(ft): 146.00 Group: A To Node: NA3310 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1411 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Invert(ft): 62.360 61.370 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3330A From Node: NA3330 Length(ft): 424.00 Group: A To Node: NA3320 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 62.460 62.190 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3340A From Node: NA3340 Length(ft): 322.00 Group: A To Node: NA3330 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 62.990 63.000 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3370B From Node: NA3370 Length(ft): 417.00 Group: A To Node: NA3860 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 58.440 55.340 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1412 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3380A From Node: NA3380 Length(ft): 41.00 Group: A To Node: NA3230 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.20 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 61.270 61.200 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3390A From Node: NA3390 Length(ft): 148.00 Group: A To Node: NA3380 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 61.940 61.630 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA3400A From Node: NA3400 Length(ft): 47.00 Group: A To Node: NA3380 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): 62.720 61.800 Bend Loss Coef: 0.00 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1413 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat ---------------------------------------------------------------------------------------------------- Name: RA3440A From Node: NA3440 Length(ft): 109.00 Group: A To Node: NA3320 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.50 Rise(in): 12.00 12.00 Exit Loss Coef: 0.50 Invert(ft): 65.760 64.240 Bend Loss Coef: 0.00 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat ---------------------------------------------------------------------------------------------------- Name: RA3510A From Node: NA3510 Length(ft): 24.00 Group: A To Node: NA3520 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 45.720 45.660 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3550A From Node: NA3550 Length(ft): 330.00 Group: A To Node: NA0550 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 45.00 45.00 Entrance Loss Coef: 0.50 Rise(in): 29.00 29.00 Exit Loss Coef: 1.00 Invert(ft): 47.000 45.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Groove end projecting $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1414 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3560A From Node: NA3560 Length(ft): 195.00 Group: A To Node: NA3550 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Arch Arch Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.70 Rise(in): 22.00 22.00 Exit Loss Coef: 0.50 Invert(ft): 48.840 48.890 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Arch CM: Mitered to slope Downstream FHWA Inlet Edge Description: Arch CM: Mitered to slope ---------------------------------------------------------------------------------------------------- Name: RA3560B From Node: NA3560 Length(ft): 195.00 Group: A To Node: NA3550 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Arch Arch Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.70 Rise(in): 22.00 22.00 Exit Loss Coef: 0.50 Invert(ft): 48.840 48.890 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Arch CM: Mitered to slope Downstream FHWA Inlet Edge Description: Arch CM: Mitered to slope ---------------------------------------------------------------------------------------------------- Name: RA3570A From Node: NA3570 Length(ft): 41.00 Group: A To Node: NA3560 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 50.300 50.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3570B From Node: NA3570 Length(ft): 41.00 Group: A To Node: NA3560 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1415 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 50.300 50.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3580A From Node: NA3580 Length(ft): 44.00 Group: A To Node: NA3570 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 52.390 51.400 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3580B From Node: NA3580 Length(ft): 44.00 Group: A To Node: NA3570 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 52.410 51.340 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3590A From Node: NA3590 Length(ft): 114.00 Group: A To Node: NA3580 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 53.050 52.900 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1416 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3590B From Node: NA3590 Length(ft): 114.00 Group: A To Node: NA3580 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.20 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 53.060 52.560 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3600A From Node: NA3600 Length(ft): 320.00 Group: A To Node: NA3590 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 53.330 53.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3610A From Node: NA3610 Length(ft): 376.00 Group: A To Node: NA3590 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 53.580 53.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1417 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA3620A From Node: NA3620 Length(ft): 166.00 Group: A To Node: NA3600 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 53.620 53.430 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3630A From Node: NA3630 Length(ft): 104.00 Group: A To Node: NA3620 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 53.850 53.620 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3630B From Node: NA3630 Length(ft): 228.00 Group: A To Node: NA3610 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 53.850 53.580 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1418 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3640A From Node: NA3640 Length(ft): 719.00 Group: A To Node: NA3630 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.00 Invert(ft): 55.420 53.850 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3650A From Node: NA3650 Length(ft): 82.00 Group: A To Node: NA3640 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 58.550 58.120 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3660A From Node: NA3660 Length(ft): 336.00 Group: A To Node: NA3650 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 59.510 58.520 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3670A From Node: NA3670 Length(ft): 141.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1419 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA3660 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 60.060 60.500 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3710A From Node: NA3710 Length(ft): 140.00 Group: A To Node: NA3650 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.00 Invert(ft): 58.930 58.350 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3720A From Node: NA3720 Length(ft): 32.00 Group: A To Node: NA0550 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.90 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): 47.940 48.640 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Projecting Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA3760A From Node: NA3760 Length(ft): 401.00 Group: A To Node: NA0550 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1420 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 36.00 36.00 Exit Loss Coef: 1.00 Invert(ft): 49.570 41.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3770A From Node: NA3770 Length(ft): 227.00 Group: A To Node: NA3760 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 50.380 49.570 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3780A From Node: NA3780 Length(ft): 65.00 Group: A To Node: NA3770 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 50.610 50.380 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3790A From Node: NA3790 Length(ft): 561.00 Group: A To Node: NA3780 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.50 Invert(ft): 53.310 50.610 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1421 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3800A From Node: NA3800 Length(ft): 133.00 Group: A To Node: NA3760 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 57.180 56.210 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall ---------------------------------------------------------------------------------------------------- Name: RA3830A From Node: NA3830 Length(ft): 155.00 Group: A To Node: NA0560 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 1.00 Invert(ft): 39.260 39.060 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3840A From Node: NA3840 Length(ft): 1036.00 Group: A To Node: NA3830 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 60.00 60.00 Entrance Loss Coef: 0.50 Rise(in): 60.00 60.00 Exit Loss Coef: 0.50 Invert(ft): 47.740 39.260 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1422 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3850A From Node: NA3850 Length(ft): 92.00 Group: A To Node: NA3840 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 49.140 49.010 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3860A From Node: NA3860 Length(ft): 260.00 Group: A To Node: NA3850 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.50 Invert(ft): 51.890 49.140 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3870A From Node: NA3870 Length(ft): 46.00 Group: A To Node: NA3860 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 53.950 53.840 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1423 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3880A From Node: NA3880 Length(ft): 72.00 Group: A To Node: NA3870 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.90 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 55.600 54.660 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Projecting Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA3920A From Node: NA3920 Length(ft): 257.00 Group: A To Node: NA3840 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 0.50 Invert(ft): 48.540 48.240 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3930A From Node: NA3930 Length(ft): 261.00 Group: A To Node: NA3920 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.50 Invert(ft): 49.140 48.540 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3950A From Node: NA3950 Length(ft): 145.00 Group: A To Node: NA0570 Count: 1 Friction Equation: Average Conveyance $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1424 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 1.00 Invert(ft): 48.800 46.980 Bend Loss Coef: 0.00 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Projecting ---------------------------------------------------------------------------------------------------- Name: RA3960A From Node: NA3960 Length(ft): 8.00 Group: A To Node: NA0590 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.50 Invert(ft): 45.450 45.390 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3970A From Node: NA3970 Length(ft): 583.00 Group: A To Node: NA3960 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.50 Invert(ft): 49.210 46.590 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3980A From Node: NA3980 Length(ft): 69.00 Group: A To Node: NA3970 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.00 Invert(ft): 49.310 49.210 Bend Loss Coef: 0.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1425 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3980B From Node: NA3980 Length(ft): 76.00 Group: A To Node: NA4050 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 51.440 51.280 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA3990A From Node: NA3990 Length(ft): 625.00 Group: A To Node: NA3980 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 51.230 49.310 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4010A From Node: NA4010 Length(ft): 99.00 Group: A To Node: NA4000 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.20 Rise(in): 30.00 30.00 Exit Loss Coef: 1.00 Invert(ft): 52.410 52.260 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1426 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting ---------------------------------------------------------------------------------------------------- Name: RA4020A From Node: NA4020 Length(ft): 191.00 Group: A To Node: NA3990 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.50 Invert(ft): 52.680 52.230 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4020B From Node: NA4020 Length(ft): 137.00 Group: A To Node: NA4010 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 15.00 15.00 Entrance Loss Coef: 0.50 Rise(in): 15.00 15.00 Exit Loss Coef: 1.00 Invert(ft): 55.330 55.000 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4030A From Node: NA4030 Length(ft): 116.00 Group: A To Node: NA4020 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 55.600 55.870 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1427 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4030B From Node: NA4030 Length(ft): 116.00 Group: A To Node: NA4020 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 55.600 56.020 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4040A From Node: NA4040 Length(ft): 79.00 Group: A To Node: NA3970 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 42.00 42.00 Entrance Loss Coef: 0.50 Rise(in): 42.00 42.00 Exit Loss Coef: 0.00 Invert(ft): 49.520 49.210 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4050A From Node: NA4050 Length(ft): 68.00 Group: A To Node: NA4040 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 36.00 36.00 Entrance Loss Coef: 0.50 Rise(in): 36.00 36.00 Exit Loss Coef: 0.00 Invert(ft): 49.840 49.630 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1428 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: RA4060A From Node: NA4060 Length(ft): 116.00 Group: A To Node: NA4050 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 Rise(in): 30.00 30.00 Exit Loss Coef: 0.50 Invert(ft): 50.770 49.840 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4070A From Node: NA4070 Length(ft): 131.00 Group: A To Node: NA4060 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 18.00 18.00 Entrance Loss Coef: 0.50 Rise(in): 18.00 18.00 Exit Loss Coef: 0.50 Invert(ft): 53.980 50.530 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4080A From Node: NA4080 Length(ft): 110.00 Group: A To Node: NA4040 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 49.790 49.630 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4090A From Node: NA4090 Length(ft): 407.00 Group: A To Node: NA0600 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1429 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): 49.880 47.940 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RA4100A From Node: NA4100 Length(ft): 20.00 Group: A To Node: NA4090 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.50 Rise(in): 12.00 12.00 Exit Loss Coef: 0.50 Invert(ft): 49.610 49.510 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ---------------------------------------------------------------------------------------------------- Name: RE0345A From Node: NE0345 Length(ft): 74.00 Group: A To Node: NE0070 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Horz Ellipse Horz Ellipse Flow: Both Span(in): 38.00 38.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 1.00 Invert(ft): 12.600 12.250 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ========================================================================================== ==== Channels ============================================================================ ========================================================================================== Name: RA0020A From Node: NA0020 Length(ft): 1320.00 Group: A To Node: NA0010 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 1.640 1.340 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1430 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0020A_US XS_A0020A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0030A From Node: NA0030 Length(ft): 465.00 Group: A To Node: NA0020 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 0.140 1.640 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0030A XS_A0020A_US Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0050A From Node: NA0050 Length(ft): 552.00 Group: A To Node: NA0040 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 2.140 -0.060 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0050A_US XS_A0050A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0060A From Node: NA0060 Length(ft): 759.00 Group: A To Node: NA0050 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 2.540 2.140 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1431 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0060A XS_A0050A_US Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0070A From Node: NA0070 Length(ft): 1235.00 Group: A To Node: NA0060 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 4.510 2.540 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0070A XS_A0070A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0100A From Node: NA0100 Length(ft): 789.00 Group: A To Node: NA0090 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 3.000 3.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0100A XS_A0100A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0110A From Node: NA0110 Length(ft): 1839.00 Group: A To Node: NA0100 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 3.000 3.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0110A XS_A0110A Outlet Ctrl Spec: Use dc or tw $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1432 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0130A From Node: NA0130 Length(ft): 1031.00 Group: A To Node: NA0120 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 7.700 7.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0130A_US XS_A0130A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0160A From Node: NA0160 Length(ft): 709.00 Group: A To Node: NA0150 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 8.000 7.410 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0170A XS_A0160A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0160B From Node: NA0160 Length(ft): 600.00 Group: A To Node: NA0140 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 20.700 14.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XA0160B XA0160B Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1433 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0170A From Node: NA0170 Length(ft): 426.00 Group: A To Node: NA0160 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 8.400 8.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0170A XS_A0170A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0180A From Node: NA0180 Length(ft): 966.00 Group: A To Node: NA0170 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 9.990 8.400 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0180A XS_A0170A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0180C From Node: NA0180 Length(ft): 735.00 Group: A To Node: NA1280 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 21.000 20.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1434 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0200A From Node: NA0200 Length(ft): 446.00 Group: A To Node: NA0190 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 14.990 14.940 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0200A XS_A0200A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0210A From Node: NA0210 Length(ft): 497.00 Group: A To Node: NA0200 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 15.040 14.990 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0220A XS_A0200A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0220A From Node: NA0220 Length(ft): 683.00 Group: A To Node: NA0210 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 15.240 15.040 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0220A XS_A0220A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1435 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0240A From Node: NA0240 Length(ft): 515.00 Group: A To Node: NA0230 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 15.740 15.540 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0240A XS_A0240A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0260A From Node: NA0260 Length(ft): 806.00 Group: A To Node: NA0250 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 17.340 15.840 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0260A_US XS_A0260A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0270A From Node: NA0270 Length(ft): 458.00 Group: A To Node: NA0260 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 17.840 17.340 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0270A XS_A0270A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1436 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0270C From Node: NA0270 Length(ft): 270.00 Group: A To Node: NA1770 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 23.800 22.200 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XA0270C XA0270C Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0280A From Node: NA0280 Length(ft): 674.00 Group: A To Node: NA0270 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 18.700 17.840 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0280A XS_A0280A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0300A From Node: NA0300 Length(ft): 758.00 Group: A To Node: NA0290 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 18.800 18.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0300A_US XS_A0300A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1437 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0320A From Node: NA0320 Length(ft): 455.00 Group: A To Node: NA0310 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 22.200 20.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0320A_US XS_A0320A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0340A From Node: NA0340 Length(ft): 326.00 Group: A To Node: NA0330 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 25.330 22.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0340A XS_A0340A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0350A From Node: NA0350 Length(ft): 653.00 Group: A To Node: NA0340 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 28.840 25.140 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0350A XS_A0350A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1438 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0360A From Node: NA0360 Length(ft): 306.00 Group: A To Node: NA0350 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 30.170 28.840 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0370A XS_A0370A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0370A From Node: NA0370 Length(ft): 221.00 Group: A To Node: NA0360 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 31.140 30.170 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0370A XS_A0370A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0390A From Node: NA0390 Length(ft): 328.00 Group: A To Node: NA0380 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 33.140 31.240 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0390A XS_A0390A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0440A From Node: NA0440 Length(ft): 833.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1439 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA0430 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 41.040 40.900 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0440A XS_A0440A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0460A From Node: NA0460 Length(ft): 397.00 Group: A To Node: NA0450 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 41.240 41.140 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0460A XS_A0460A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0480A From Node: NA0480 Length(ft): 241.00 Group: A To Node: NA0470 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 41.740 41.440 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0480A XS_A0480A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0490A From Node: NA0490 Length(ft): 179.00 Group: A To Node: NA0480 Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1440 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 42.040 41.740 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0500A XS_A0480A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0500A From Node: NA0500 Length(ft): 388.00 Group: A To Node: NA0490 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 42.040 42.040 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0500A XS_A0500A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0520A From Node: NA0520 Length(ft): 224.00 Group: A To Node: NA0510 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 42.140 42.140 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0520A XS_A0520A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0530A From Node: NA0530 Length(ft): 199.00 Group: A To Node: NA0520 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1441 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Invert(ft): 42.300 42.140 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0520A XS_A0520A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0580A From Node: NA0580 Length(ft): 598.00 Group: A To Node: NA0570 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 45.640 45.640 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0580A XS_A0580A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0590A From Node: NA0590 Length(ft): 612.00 Group: A To Node: NA0580 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 45.640 45.640 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0590A_US XS_A0590A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0710B From Node: NA0710 Length(ft): 395.00 Group: A To Node: NA0690 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 12.200 9.100 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1442 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4 XR4 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0800A From Node: NA0800 Length(ft): 900.00 Group: A To Node: NA0790 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 14.600 12.140 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0810A_DS XS_A0800A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0810A From Node: NA0810 Length(ft): 320.00 Group: A To Node: NA0800 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 14.700 14.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A0810A_US XS_A0810A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA0907C From Node: NA0907 Length(ft): 200.00 Group: A To Node: BNDRY15 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 6.600 6.300 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1443 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dn or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1200A From Node: NA1200 Length(ft): 979.00 Group: A To Node: NA1190 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 17.000 11.440 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A1200A_US XS_A1200A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1210A From Node: NA1210 Length(ft): 582.00 Group: A To Node: NA1190 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 16.850 11.440 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A1210A XS_A1210A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1230A From Node: NA1230 Length(ft): 774.00 Group: A To Node: NA1220 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 20.600 18.210 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A1230A XS_A1230A Outlet Ctrl Spec: Use dc or tw $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1444 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1260C From Node: NA1260 Length(ft): 470.00 Group: A To Node: NG0150 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 19.500 16.900 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1340C From Node: NA4110 Length(ft): 180.00 Group: A To Node: NA1330 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 38.600 35.100 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2 XR2 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1360B From Node: NA1360 Length(ft): 635.00 Group: A To Node: NA4110 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 49.500 39.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFL XR4HALFL Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1445 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1370B From Node: NA1370 Length(ft): 95.00 Group: A To Node: NA1360 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 51.800 51.900 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2 XR2 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1380B From Node: NA1380 Length(ft): 150.00 Group: A To Node: NA1370 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 50.800 51.100 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2 XR2 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1390B From Node: NA1390 Length(ft): 55.00 Group: A To Node: NA1380 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 52.000 51.300 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFL XR4HALFL Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1446 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1430B From Node: NA1430 Length(ft): 150.00 Group: A To Node: NA1390 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 53.300 52.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2 XR2 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1490B From Node: NA1490 Length(ft): 400.00 Group: A To Node: NA1480 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 42.100 34.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1510B From Node: NA1510 Length(ft): 80.00 Group: A To Node: NA1500 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 45.100 43.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFR XR4HALFR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1447 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1510C From Node: NA1510 Length(ft): 55.00 Group: A To Node: NH0940 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 45.400 45.300 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1570B From Node: NA1570 Length(ft): 490.00 Group: A To Node: NA1510 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 54.400 45.400 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFL XR4HALFL Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1570C From Node: NA1570 Length(ft): 505.00 Group: A To Node: NA1500 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 54.600 45.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFR XR4HALFR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1448 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1580C From Node: NA1580 Length(ft): 300.00 Group: A To Node: NA1570 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 55.200 54.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFL XR4HALFL Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1580E From Node: NA1580 Length(ft): 335.00 Group: A To Node: NA1500 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 55.200 54.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFR XR4HALFR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1630E From Node: NA1630 Length(ft): 570.00 Group: A To Node: NA1310 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 32.700 24.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1449 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1720A From Node: NA1720 Length(ft): 239.00 Group: A To Node: NA0190 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 15.940 14.940 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A1720A_US XS_A1720A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1760C From Node: NA1760 Length(ft): 220.00 Group: A To Node: NJ0020 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 21.060 20.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XA1760C XA1760C Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1780A From Node: NA1780 Length(ft): 895.00 Group: A To Node: NA0270 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 20.440 17.840 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A1780A XS_A1780A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1450 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1780B From Node: NA1780 Length(ft): 500.00 Group: A To Node: NA0250 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 24.590 23.460 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XA1780B_US XA1780B_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1830B From Node: NA1830 Length(ft): 505.00 Group: A To Node: NA0280 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 41.300 29.400 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NOCURBR XR2NOCURBR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1840B From Node: NA1840 Length(ft): 395.00 Group: A To Node: NA1830 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 52.900 42.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NOCURBR XR2NOCURBR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1850C From Node: NA1850 Length(ft): 1130.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1451 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA1840 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 72.600 57.200 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NOCURBR XR2NOCURBR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1850D From Node: NA1850 Length(ft): 1120.00 Group: A To Node: NH0380 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 72.600 58.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NOCURB XR2NOCURB Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1970A From Node: NA1970 Length(ft): 502.00 Group: A To Node: NA0300 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 35.140 18.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A1970A_US XS_A1970A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA1980D From Node: NA1980 Length(ft): 520.00 Group: A To Node: NA1940 Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1452 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 40.650 29.100 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2040B From Node: NA2040 Length(ft): 535.00 Group: A To Node: NA2030 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 57.500 52.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NOCURB XR2NOCURB Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2060B From Node: NA2060 Length(ft): 170.00 Group: A To Node: NA2500 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 61.000 59.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2060C From Node: NA2060 Length(ft): 695.00 Group: A To Node: NA2040 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1453 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Invert(ft): 61.100 57.900 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NOCURBL XR2NOCURBL Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2070B From Node: NA2070 Length(ft): 785.00 Group: A To Node: NA2060 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 67.000 62.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2SWALERIGHT XR2SWALERIGHT Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2070C From Node: NA2070 Length(ft): 565.00 Group: A To Node: NA3300 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 66.500 60.900 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5 XR5 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2080C From Node: NA2080 Length(ft): 490.00 Group: A To Node: NA2060 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 66.300 65.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1454 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2090B From Node: NA2090 Length(ft): 365.00 Group: A To Node: NA2080 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 67.000 65.500 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5 XR5 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2100B From Node: NA2100 Length(ft): 70.00 Group: A To Node: NA2090 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 68.200 67.900 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5 XR5 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2110B From Node: NA2110 Length(ft): 210.00 Group: A To Node: NA2100 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 68.200 68.500 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1455 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5 XR5 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2120B From Node: NA2120 Length(ft): 195.00 Group: A To Node: NA2110 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 68.100 67.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5 XR5 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2130B From Node: NA2130 Length(ft): 250.00 Group: A To Node: NA2120 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 68.100 67.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5HALFLEFT XR5HALFLEFT Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2140B From Node: NA2140 Length(ft): 330.00 Group: A To Node: NA2120 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 68.900 67.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5HALFRIGHT XR5HALFRIGHT Outlet Ctrl Spec: Use dc or tw $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1456 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2150B From Node: NA2150 Length(ft): 430.00 Group: A To Node: NA2140 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 69.600 68.900 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2160B From Node: NA2160 Length(ft): 240.00 Group: A To Node: NA2150 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 69.500 69.100 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2240B From Node: NA2240 Length(ft): 280.00 Group: A To Node: NA2230 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 55.600 52.200 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIVSWALE XR4DIVSWALE Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1457 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2260B From Node: NA2260 Length(ft): 115.00 Group: A To Node: NA2250 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 60.700 60.300 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIVSWALE XR4DIVSWALE Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2270B From Node: NA2270 Length(ft): 385.00 Group: A To Node: NA2260 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 65.300 60.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIVSWALE XR4DIVSWALE Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2290B From Node: NA2290 Length(ft): 230.00 Group: A To Node: NA2280 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 68.600 67.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5 XR5 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1458 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2300B From Node: NA2300 Length(ft): 150.00 Group: A To Node: NA2290 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 69.200 68.500 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5HALFLEFT XR5HALFLEFT Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2380A From Node: NA2380 Length(ft): 987.00 Group: A To Node: NA2370 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 51.510 42.290 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A2380A_US XS_A2380A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2400A From Node: NA2400 Length(ft): 338.00 Group: A To Node: NA2390 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 55.320 52.360 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A2400A_DS XS_A2400A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1459 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2410A From Node: NA2410 Length(ft): 411.00 Group: A To Node: NA2400 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 57.600 55.670 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A2410A_US XS_A2400A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2520A From Node: NA2520 Length(ft): 385.00 Group: A To Node: NA2510 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 64.150 59.820 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A2520A_US XS_A2520A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2540C From Node: NA2540 Length(ft): 1075.00 Group: A To Node: NA2060 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 68.600 62.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1460 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2700B From Node: NA2700 Length(ft): 520.00 Group: A To Node: NA2140 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 69.440 68.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5 XR5 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2700C From Node: NA2700 Length(ft): 150.00 Group: A To Node: BNDRY12 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 69.600 69.400 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dn or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2700D From Node: NA2700 Length(ft): 175.00 Group: A To Node: BNDRY13 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 69.800 69.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFR XR4HALFR Outlet Ctrl Spec: Use dn or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1461 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2700E From Node: NA2700 Length(ft): 485.00 Group: A To Node: NA2140 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 69.700 68.830 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2900B From Node: NA2900 Length(ft): 130.00 Group: A To Node: NA2890 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 48.400 47.400 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA2910C From Node: NA2910 Length(ft): 255.00 Group: A To Node: NA2900 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 49.700 48.100 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEIRIGHT XR2NEIRIGHT Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1462 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3020B From Node: NA3020 Length(ft): 960.00 Group: A To Node: ND0130 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 61.500 59.200 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3020D From Node: NA3020 Length(ft): 660.00 Group: A To Node: NA3130 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 59.000 56.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3050B From Node: NA3050 Length(ft): 530.00 Group: A To Node: NA3040 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 63.400 61.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR3NOCURBL XR3NOCURBL Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3140C From Node: NA3140 Length(ft): 15.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1463 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA3000 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 57.300 57.200 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NOCURB XR2NOCURB Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3180B From Node: NA3180 Length(ft): 135.00 Group: A To Node: NA3300 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 65.500 64.500 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3190B From Node: NA3190 Length(ft): 95.00 Group: A To Node: NA2070 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 66.100 65.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3200C From Node: NA3200 Length(ft): 185.00 Group: A To Node: NA2070 Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1464 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 67.600 65.900 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2 XR2 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3230A From Node: NA3230 Length(ft): 470.00 Group: A To Node: NA3220 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 62.090 60.820 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A3230A_US XS_A3230A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3250A From Node: NA3250 Length(ft): 286.00 Group: A To Node: NA3240 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 62.810 62.400 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A3250A_US XS_A3250A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3260A From Node: NA3260 Length(ft): 359.00 Group: A To Node: NA3250 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1465 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Invert(ft): 66.440 62.810 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A3260A XS_A3250A_US Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3350A From Node: NA3350 Length(ft): 1099.00 Group: A To Node: NA3160 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 55.800 53.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A3350A_US XS_A3350A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3360A From Node: NA3360 Length(ft): 664.00 Group: A To Node: NA3350 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 57.200 55.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A3370A XS_A3350A_US Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3370A From Node: NA3370 Length(ft): 605.00 Group: A To Node: NA3360 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 58.440 57.200 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1466 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A3370A XS_A3370A Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3520A From Node: NA3520 Length(ft): 335.00 Group: A To Node: NA0500 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 45.660 42.040 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XS_A3520A_US XS_A3520A_DS Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3550E From Node: NA3550 Length(ft): 160.00 Group: A To Node: NA0530 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 51.900 51.300 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEILEFT XR2NEILEFT Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3630C From Node: NA3630 Length(ft): 160.00 Group: A To Node: NA3610 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 60.400 58.700 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1467 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFR XR4HALFR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3630E From Node: NA3630 Length(ft): 270.00 Group: A To Node: NA3790 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 59.700 59.400 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3640B From Node: NA3640 Length(ft): 315.00 Group: A To Node: NA3630 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 62.800 60.100 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFL XR4HALFL Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3650B From Node: NA3650 Length(ft): 80.00 Group: A To Node: NA3640 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 63.700 63.400 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR3NOCURBL XR3NOCURBL Outlet Ctrl Spec: Use dc or tw $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1468 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3660B From Node: NA3660 Length(ft): 275.00 Group: A To Node: NA3650 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 64.000 63.100 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR3NOCURBR XR3NOCURBR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3670B From Node: NA3670 Length(ft): 250.00 Group: A To Node: NA3710 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 62.800 62.300 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3710C From Node: NA3710 Length(ft): 135.00 Group: A To Node: NA3650 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 62.100 63.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1469 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3760B From Node: NA3760 Length(ft): 445.00 Group: A To Node: NA4090 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 57.900 55.200 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3770B From Node: NA3770 Length(ft): 160.00 Group: A To Node: NA3760 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 59.600 58.500 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3790B From Node: NA3790 Length(ft): 240.00 Group: A To Node: NA3780 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 60.000 59.250 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1470 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3800B From Node: NA3800 Length(ft): 100.00 Group: A To Node: NA3770 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 60.500 60.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3840B From Node: NA3840 Length(ft): 625.00 Group: A To Node: NA3830 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 57.200 51.500 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2SWALE XR2SWALE Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3860B From Node: NA3860 Length(ft): 305.00 Group: A To Node: NA3850 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 60.900 58.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR5 XR5 Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1471 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA3990C From Node: NA3990 Length(ft): 205.00 Group: A To Node: NA3980 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 57.600 55.900 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFL XR4HALFL Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA4020C From Node: NA4020 Length(ft): 475.00 Group: A To Node: NA4060 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 58.440 56.130 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFR XR4HALFR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA4030D From Node: NA4030 Length(ft): 570.00 Group: A To Node: NA4070 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 58.800 57.300 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1472 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA4040D From Node: NA4040 Length(ft): 55.00 Group: A To Node: BNDRY16 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 60.700 60.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dn or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA4060B From Node: NA4060 Length(ft): 90.00 Group: A To Node: NA4050 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 55.700 55.600 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4HALFR XR4HALFR Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA4070E From Node: NA4070 Length(ft): 285.00 Group: A To Node: BNDRY16 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 58.900 58.300 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR2NEI XR2NEI Outlet Ctrl Spec: Use dn or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1473 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA4080C From Node: NA4080 Length(ft): 240.00 Group: A To Node: NA3930 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 56.400 57.200 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ---------------------------------------------------------------------------------------------------- Name: RA4090B From Node: NA4090 Length(ft): 160.00 Group: A To Node: NA0600 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Irregular Irregular Solution Algorithm: Automatic Invert(ft): 54.800 54.000 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.100 Manning's N: Expansion Coef: 0.300 Top Clip(ft): Entrance Loss Coef: 0.000 Bot Clip(ft): Exit Loss Coef: 0.000 Main XSec: XR4DIV XR4DIV Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): 0.000 0.000 Inlet Ctrl Spec: Use dc Aux XSec1: Stabilizer Option: None AuxElev2(ft): 0.000 0.000 Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): LtSdSlp(h/v): RtSdSlp(h/v): ========================================================================================== ==== Drop Structures ===================================================================== ========================================================================================== Name: RA0420A From Node: NA0420 Length(ft): 375.00 Group: A To Node: NA0410 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Rectangular Rectangular Solution Algorithm: Most Restrictive Span(in): 120.00 120.00 Flow: Both Rise(in): 72.00 72.00 Entrance Loss Coef: 0.500 Invert(ft): 35.400 35.610 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers Downstream FHWA Inlet Edge Description: Rectangular Box: 90° headwall w/ 3/4" chamfers $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1474 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A *** Weir 1 of 3 for Drop Structure RA0420A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 35.160 Rise(in): 18.36 Control Elev(ft): 35.160 *** Weir 2 of 3 for Drop Structure RA0420A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 72.00 Invert(ft): 36.680 Rise(in): 53.52 Control Elev(ft): 36.680 *** Weir 3 of 3 for Drop Structure RA0420A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 60.00 Invert(ft): 44.160 Rise(in): 120.00 Control Elev(ft): 44.160 ---------------------------------------------------------------------------------------------------- Name: RA0570A From Node: NA0570 Length(ft): 33.00 Group: A To Node: NA0560 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 48.00 48.00 Flow: Both Rise(in): 48.00 48.00 Entrance Loss Coef: 0.500 Invert(ft): 44.000 43.100 Exit Loss Coef: 1.000 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Projecting *** Weir 1 of 1 for Drop Structure RA0570A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 72.00 Invert(ft): 45.900 Rise(in): 9999.00 Control Elev(ft): 45.900 ---------------------------------------------------------------------------------------------------- Name: RA0690A From Node: NA0690 Length(ft): 28.00 Group: A To Node: NA0680 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 36.00 36.00 Flow: Both Rise(in): 36.00 36.00 Entrance Loss Coef: 0.500 Invert(ft): 3.150 3.050 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1475 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA0690A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 2.90 Invert(ft): 5.910 Rise(in): 2.90 Control Elev(ft): 5.910 *** Weir 2 of 2 for Drop Structure RA0690A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 7.540 Rise(in): 54.00 Control Elev(ft): 7.540 ---------------------------------------------------------------------------------------------------- Name: RA0720A From Node: NA0720 Length(ft): 487.00 Group: A To Node: NA0710 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 22.310 8.080 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA0720A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 18.00 Invert(ft): 25.340 Rise(in): 16.00 Control Elev(ft): 25.340 *** Weir 2 of 2 for Drop Structure RA0720A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 26.840 Rise(in): 37.00 Control Elev(ft): 26.840 ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1476 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: RA0730A From Node: NA0730 Length(ft): 50.00 Group: A To Node: NA0010 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 3.340 3.130 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA0730A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 0.46 Invert(ft): 4.640 Rise(in): 0.46 Control Elev(ft): 4.640 *** Weir 2 of 2 for Drop Structure RA0730A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 5.140 Rise(in): 49.00 Control Elev(ft): 5.140 ---------------------------------------------------------------------------------------------------- Name: RA0860A From Node: NA0860 Length(ft): 25.00 Group: A To Node: NA0850 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 12.340 12.240 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure RA0860A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 92.00 Invert(ft): 16.000 Rise(in): 6.00 Control Elev(ft): 16.000 ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1477 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: RA0880A From Node: NA0880 Length(ft): 17.00 Group: A To Node: NA0820 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 4.00 4.00 Flow: Both Rise(in): 4.00 4.00 Entrance Loss Coef: 0.500 Invert(ft): 44.730 43.980 Exit Loss Coef: 0.000 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat *** Weir 1 of 2 for Drop Structure RA0880A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 0.48 Invert(ft): 45.380 Rise(in): 24.00 Control Elev(ft): 45.380 *** Weir 2 of 2 for Drop Structure RA0880A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 4.80 Invert(ft): 47.380 Rise(in): 37.00 Control Elev(ft): 47.380 ---------------------------------------------------------------------------------------------------- Name: RA0880C From Node: NA0880 Length(ft): 17.00 Group: A To Node: NA0820 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 4.00 4.00 Flow: Both Rise(in): 4.00 4.00 Entrance Loss Coef: 0.500 Invert(ft): 44.730 43.980 Exit Loss Coef: 0.000 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat *** Weir 1 of 2 for Drop Structure RA0880C *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 0.48 Invert(ft): 45.380 Rise(in): 24.00 Control Elev(ft): 45.380 *** Weir 2 of 2 for Drop Structure RA0880C *** TABLE $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1478 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 4.80 Invert(ft): 47.380 Rise(in): 37.00 Control Elev(ft): 47.380 ---------------------------------------------------------------------------------------------------- Name: RA0880D From Node: NA0880 Length(ft): 16.00 Group: A To Node: NA0820 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 4.00 4.00 Flow: Both Rise(in): 4.00 4.00 Entrance Loss Coef: 0.500 Invert(ft): 44.730 43.980 Exit Loss Coef: 0.000 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat *** Weir 1 of 2 for Drop Structure RA0880D *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 0.48 Invert(ft): 45.380 Rise(in): 24.00 Control Elev(ft): 45.380 *** Weir 2 of 2 for Drop Structure RA0880D *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 4.80 Invert(ft): 47.380 Rise(in): 37.00 Control Elev(ft): 47.380 ---------------------------------------------------------------------------------------------------- Name: RA0880E From Node: NA0880 Length(ft): 16.00 Group: A To Node: NA0820 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 4.00 4.00 Flow: Both Rise(in): 4.00 4.00 Entrance Loss Coef: 0.500 Invert(ft): 44.730 43.980 Exit Loss Coef: 0.000 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat *** Weir 1 of 2 for Drop Structure RA0880E *** TABLE $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1479 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 0.48 Invert(ft): 45.380 Rise(in): 24.00 Control Elev(ft): 45.380 *** Weir 2 of 2 for Drop Structure RA0880E *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 4.80 Invert(ft): 47.380 Rise(in): 37.00 Control Elev(ft): 47.380 ---------------------------------------------------------------------------------------------------- Name: RA0880F From Node: NA0880 Length(ft): 16.00 Group: A To Node: NA0820 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 4.00 4.00 Flow: Both Rise(in): 4.00 4.00 Entrance Loss Coef: 0.500 Invert(ft): 44.730 43.980 Exit Loss Coef: 0.000 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat *** Weir 1 of 2 for Drop Structure RA0880F *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 0.48 Invert(ft): 45.380 Rise(in): 24.00 Control Elev(ft): 45.380 *** Weir 2 of 2 for Drop Structure RA0880F *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 4.80 Invert(ft): 47.380 Rise(in): 37.00 Control Elev(ft): 47.380 ---------------------------------------------------------------------------------------------------- Name: RA0920A From Node: NA0920 Length(ft): 19.00 Group: A To Node: NA0910 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 8.180 7.020 Exit Loss Coef: 0.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1480 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure RA0920A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 10.480 Rise(in): 37.00 Control Elev(ft): 10.480 ---------------------------------------------------------------------------------------------------- Name: RA0930A From Node: NA0930 Length(ft): 288.00 Group: A To Node: NA0020 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 6.640 4.140 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA0930A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 9.640 Rise(in): 21.00 Control Elev(ft): 9.640 *** Weir 2 of 2 for Drop Structure RA0930A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 11.390 Rise(in): 79.00 Control Elev(ft): 11.390 ---------------------------------------------------------------------------------------------------- Name: RA0970A From Node: NA0970 Length(ft): 59.00 Group: A To Node: NA0050 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 17.400 16.100 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1481 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure RA0970A *** TABLE Count: 1 Bottom Clip(ft): 0.000 Type: Vertical: Mavis Top Clip(ft): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Irregular Orifice Disc Coef: 0.600 Cross Section: 8613 Control Elev(ft): 18.700 Invert(ft): 18.700 Struct Opening Dim(ft): 9999.00 ---------------------------------------------------------------------------------------------------- Name: RA0980A From Node: NA0980 Length(ft): 35.00 Group: A To Node: NA0050 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 15.700 15.500 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA0980A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 20.00 Invert(ft): 17.600 Rise(in): 20.00 Control Elev(ft): 17.600 *** Weir 2 of 2 for Drop Structure RA0980A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 53.00 Invert(ft): 19.300 Rise(in): 40.00 Control Elev(ft): 19.300 ---------------------------------------------------------------------------------------------------- Name: RA1000A From Node: NA1000 Length(ft): 52.00 Group: A To Node: NA0990 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 36.00 36.00 Flow: Both Rise(in): 36.00 36.00 Entrance Loss Coef: 0.500 Invert(ft): 27.460 27.320 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1482 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 3 for Drop Structure RA1000A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 2.50 Invert(ft): 31.640 Rise(in): 2.50 Control Elev(ft): 31.640 *** Weir 2 of 3 for Drop Structure RA1000A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 16.00 Invert(ft): 33.140 Rise(in): 49.68 Control Elev(ft): 33.140 *** Weir 3 of 3 for Drop Structure RA1000A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 34.00 Invert(ft): 37.280 Rise(in): 56.00 Control Elev(ft): 37.280 ---------------------------------------------------------------------------------------------------- Name: RA1055A From Node: NA1055 Length(ft): 70.00 Group: A To Node: NA0080 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 6.480 4.970 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA1055A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 8.000 Rise(in): 6.00 Control Elev(ft): 8.000 *** Weir 2 of 2 for Drop Structure RA1055A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1483 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 40.00 Invert(ft): 10.200 Rise(in): 80.00 Control Elev(ft): 10.200 ---------------------------------------------------------------------------------------------------- Name: RA1060A From Node: NA1060 Length(ft): 59.00 Group: A To Node: NA1055 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 13.400 12.800 Exit Loss Coef: 0.500 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 1 for Drop Structure RA1060A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 40.00 Invert(ft): 13.700 Rise(in): 9999.00 Control Elev(ft): 13.700 ---------------------------------------------------------------------------------------------------- Name: RA1090A From Node: NA1090 Length(ft): 70.00 Group: A To Node: NA0080 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 26.090 20.140 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA1090A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 84.00 Invert(ft): 28.340 Rise(in): 11.04 Control Elev(ft): 28.340 *** Weir 2 of 2 for Drop Structure RA1090A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1484 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 29.140 Rise(in): 49.00 Control Elev(ft): 29.140 ---------------------------------------------------------------------------------------------------- Name: RA1100A From Node: NA1100 Length(ft): 24.00 Group: A To Node: NA1090 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 30.240 30.140 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall *** Weir 1 of 2 for Drop Structure RA1100A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 72.00 Invert(ft): 31.590 Rise(in): 13.80 Control Elev(ft): 31.590 *** Weir 2 of 2 for Drop Structure RA1100A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 32.740 Rise(in): 49.00 Control Elev(ft): 32.740 ---------------------------------------------------------------------------------------------------- Name: RA1110A From Node: NA1110 Length(ft): 40.00 Group: A To Node: NA0080 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 27.240 25.140 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA1110A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1485 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 54.00 Invert(ft): 29.290 Rise(in): 11.40 Control Elev(ft): 29.290 *** Weir 2 of 2 for Drop Structure RA1110A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 30.240 Rise(in): 37.00 Control Elev(ft): 30.240 ---------------------------------------------------------------------------------------------------- Name: RA1170A From Node: NA1170 Length(ft): 106.00 Group: A To Node: NA1160 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 28.300 21.500 Exit Loss Coef: 0.500 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 1 for Drop Structure RA1170A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 29.500 Rise(in): 12.00 Control Elev(ft): 29.500 ---------------------------------------------------------------------------------------------------- Name: RA1270A From Node: NA1270 Length(ft): 39.00 Group: A To Node: NA0160 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 16.000 15.000 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 1 for Drop Structure RA1270A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1486 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 21.000 Rise(in): 49.00 Control Elev(ft): 21.000 ---------------------------------------------------------------------------------------------------- Name: RA1280A From Node: NA1280 Length(ft): 43.00 Group: A To Node: NA0160 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 14.500 13.300 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 3 for Drop Structure RA1280A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 8.00 Invert(ft): 14.500 Rise(in): 8.00 Control Elev(ft): 14.500 *** Weir 2 of 3 for Drop Structure RA1280A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 8.00 Invert(ft): 14.500 Rise(in): 8.00 Control Elev(ft): 14.500 *** Weir 3 of 3 for Drop Structure RA1280A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 33.00 Invert(ft): 16.800 Rise(in): 120.00 Control Elev(ft): 16.800 ---------------------------------------------------------------------------------------------------- Name: RA1280D From Node: NA1280 Length(ft): 43.00 Group: A To Node: NA0160 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 14.500 13.300 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1487 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA1280D *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 8.00 Invert(ft): 14.500 Rise(in): 8.00 Control Elev(ft): 14.500 *** Weir 2 of 2 for Drop Structure RA1280D *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 33.00 Invert(ft): 16.800 Rise(in): 120.00 Control Elev(ft): 16.800 ---------------------------------------------------------------------------------------------------- Name: RA1340A From Node: NA4110 Length(ft): 177.00 Group: A To Node: NA1330 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 36.00 36.00 Flow: Both Rise(in): 36.00 36.00 Entrance Loss Coef: 0.500 Invert(ft): 31.140 28.670 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure RA1340A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 152.76 Invert(ft): 32.140 Rise(in): 74.76 Control Elev(ft): 32.140 ---------------------------------------------------------------------------------------------------- Name: RA1410A From Node: NA1410 Length(ft): 844.00 Group: A To Node: NA1400 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 50.140 47.640 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1488 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA1410A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 1.56 Invert(ft): 51.140 Rise(in): 1.56 Control Elev(ft): 51.140 *** Weir 2 of 2 for Drop Structure RA1410A *** TABLE Count: 1 Bottom Clip(ft): 0.000 Type: Vertical: Mavis Top Clip(ft): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Irregular Orifice Disc Coef: 0.600 Cross Section: 8399 Control Elev(ft): 51.790 Invert(ft): 51.790 Struct Opening Dim(ft): 9999.00 ---------------------------------------------------------------------------------------------------- Name: RA1420A From Node: NA1420 Length(ft): 16.00 Group: A To Node: NA1400 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 10.00 10.00 Flow: Both Rise(in): 10.00 10.00 Entrance Loss Coef: 0.500 Invert(ft): 56.500 56.300 Exit Loss Coef: 0.500 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 2 for Drop Structure RA1420A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 57.000 Rise(in): 12.00 Control Elev(ft): 57.000 *** Weir 2 of 2 for Drop Structure RA1420A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 58.000 Rise(in): 24.00 Control Elev(ft): 58.000 ---------------------------------------------------------------------------------------------------- Name: RA1550A From Node: NA1550 Length(ft): 99.00 Group: A To Node: NA1540 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1489 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 48.590 43.830 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA1550A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 7.50 Invert(ft): 51.000 Rise(in): 6.48 Control Elev(ft): 51.000 *** Weir 2 of 2 for Drop Structure RA1550A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 51.540 Rise(in): 37.00 Control Elev(ft): 51.540 ---------------------------------------------------------------------------------------------------- Name: RA1560A From Node: NA1560 Length(ft): 57.00 Group: A To Node: NA1530 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 48.880 45.000 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA1560A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 126.00 Invert(ft): 50.300 Rise(in): 26.40 Control Elev(ft): 50.300 *** Weir 2 of 2 for Drop Structure RA1560A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1490 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 34.00 Invert(ft): 52.500 Rise(in): 56.00 Control Elev(ft): 52.500 ---------------------------------------------------------------------------------------------------- Name: RA1610A From Node: NA1610 Length(ft): 568.00 Group: A To Node: NA1600 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 44.140 25.570 Exit Loss Coef: 0.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA1610A *** TABLE Count: 1 Bottom Clip(ft): 0.000 Type: Vertical: Mavis Top Clip(ft): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Irregular Orifice Disc Coef: 0.600 Cross Section: 8403 Control Elev(ft): 49.170 Invert(ft): 49.170 Struct Opening Dim(ft): 9999.00 *** Weir 2 of 2 for Drop Structure RA1610A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 1.20 Invert(ft): 47.640 Rise(in): 1.20 Control Elev(ft): 47.640 ---------------------------------------------------------------------------------------------------- Name: RA1620A From Node: NA1620 Length(ft): 460.00 Group: A To Node: NA1610 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 48.830 46.640 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA1620A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1491 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 1.26 Invert(ft): 50.640 Rise(in): 1.26 Control Elev(ft): 50.640 *** Weir 2 of 2 for Drop Structure RA1620A *** TABLE Count: 1 Bottom Clip(ft): 0.000 Type: Vertical: Mavis Top Clip(ft): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Irregular Orifice Disc Coef: 0.600 Cross Section: 8404 Control Elev(ft): 51.470 Invert(ft): 51.470 Struct Opening Dim(ft): 9999.00 ---------------------------------------------------------------------------------------------------- Name: RA1640A From Node: NA1640 Length(ft): 28.00 Group: A To Node: NA1630 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 29.640 28.890 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA1640A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 4.00 Invert(ft): 30.560 Rise(in): 48.00 Control Elev(ft): 30.560 *** Weir 2 of 2 for Drop Structure RA1640A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 22.38 Invert(ft): 33.810 Rise(in): 22.38 Control Elev(ft): 33.810 ---------------------------------------------------------------------------------------------------- Name: RA1650A From Node: NA1650 Length(ft): 62.00 Group: A To Node: NA1490 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 41.990 37.430 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1492 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA1650A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 8.00 Invert(ft): 42.740 Rise(in): 36.00 Control Elev(ft): 42.740 *** Weir 2 of 2 for Drop Structure RA1650A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 45.490 Rise(in): 37.00 Control Elev(ft): 45.490 ---------------------------------------------------------------------------------------------------- Name: RA1660A From Node: NA1660 Length(ft): 131.00 Group: A To Node: NA1650 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 48.800 43.100 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting Lowered the weir inverts by 6 feet from surveyed elevations because rod height not subtracted. *** Weir 1 of 2 for Drop Structure RA1660A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 49.710 Rise(in): 12.00 Control Elev(ft): 49.710 *** Weir 2 of 2 for Drop Structure RA1660A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 51.100 Rise(in): 37.00 Control Elev(ft): 51.100 ---------------------------------------------------------------------------------------------------- Name: RA1670A From Node: NA1670 Length(ft): 157.00 Group: A To Node: NA1660 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1493 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 51.790 50.670 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA1670A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 8.00 Invert(ft): 53.010 Rise(in): 8.00 Control Elev(ft): 53.010 *** Weir 2 of 2 for Drop Structure RA1670A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 54.790 Rise(in): 37.00 Control Elev(ft): 54.790 ---------------------------------------------------------------------------------------------------- Name: RA1680A From Node: NA1680 Length(ft): 48.00 Group: A To Node: NA1460 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 42.00 42.00 Flow: Both Rise(in): 42.00 42.00 Entrance Loss Coef: 0.500 Invert(ft): 15.900 15.400 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 4 for Drop Structure RA1680A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 72.00 Invert(ft): 22.900 Rise(in): 8.00 Control Elev(ft): 22.900 *** Weir 2 of 4 for Drop Structure RA1680A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 22.900 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1494 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 8.00 Control Elev(ft): 22.900 *** Weir 3 of 4 for Drop Structure RA1680A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 23.000 Rise(in): 6.80 Control Elev(ft): 23.000 *** Weir 4 of 4 for Drop Structure RA1680A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 23.570 Rise(in): 72.00 Control Elev(ft): 23.570 ---------------------------------------------------------------------------------------------------- Name: RA1690A From Node: NA1690 Length(ft): 55.00 Group: A To Node: NA1450 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 17.140 16.860 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA1690A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 20.580 Rise(in): 34.32 Control Elev(ft): 20.580 *** Weir 2 of 2 for Drop Structure RA1690A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 23.440 Rise(in): 37.00 Control Elev(ft): 23.440 ---------------------------------------------------------------------------------------------------- Name: RA1710A From Node: NA1710 Length(ft): 661.00 Group: A To Node: NA1300 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 48.00 48.00 Flow: Both Rise(in): 48.00 48.00 Entrance Loss Coef: 0.500 Invert(ft): 16.040 13.140 Exit Loss Coef: 1.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1495 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 3 for Drop Structure RA1710A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 2.00 Invert(ft): 21.140 Rise(in): 2.00 Control Elev(ft): 21.140 *** Weir 2 of 3 for Drop Structure RA1710A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 84.00 Invert(ft): 22.490 Rise(in): 17.40 Control Elev(ft): 22.490 *** Weir 3 of 3 for Drop Structure RA1710A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 84.00 Invert(ft): 23.930 Rise(in): 96.00 Control Elev(ft): 23.930 ---------------------------------------------------------------------------------------------------- Name: RA1730A From Node: NA1730 Length(ft): 45.00 Group: A To Node: NA1720 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 16.040 15.850 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA1730A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 25.00 Invert(ft): 19.170 Rise(in): 28.80 Control Elev(ft): 19.170 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1496 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A *** Weir 2 of 2 for Drop Structure RA1730A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 21.280 Rise(in): 37.00 Control Elev(ft): 21.280 ---------------------------------------------------------------------------------------------------- Name: RA1770A From Node: NA1770 Length(ft): 30.00 Group: A To Node: NA0260 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 30.00 30.00 Flow: Both Rise(in): 30.00 30.00 Entrance Loss Coef: 0.500 Invert(ft): 19.610 19.360 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA1770A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 20.00 Invert(ft): 20.280 Rise(in): 38.00 Control Elev(ft): 20.280 *** Weir 2 of 2 for Drop Structure RA1770A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 40.00 Invert(ft): 23.450 Rise(in): 53.00 Control Elev(ft): 23.450 ---------------------------------------------------------------------------------------------------- Name: RA1900A From Node: NA1900 Length(ft): 34.00 Group: A To Node: NA1890 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 71.150 70.970 Exit Loss Coef: 0.500 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1497 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A *** Weir 1 of 2 for Drop Structure RA1900A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 2.40 Invert(ft): 71.810 Rise(in): 16.08 Control Elev(ft): 71.810 *** Weir 2 of 2 for Drop Structure RA1900A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 73.150 Rise(in): 37.00 Control Elev(ft): 73.150 ---------------------------------------------------------------------------------------------------- Name: RA1950A From Node: NA1950 Length(ft): 336.00 Group: A To Node: NA1940 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 29.140 24.690 Exit Loss Coef: 0.500 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 2 for Drop Structure RA1950A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 3.00 Invert(ft): 31.920 Rise(in): 32.64 Control Elev(ft): 31.920 *** Weir 2 of 2 for Drop Structure RA1950A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 20.00 Invert(ft): 34.640 Rise(in): 32.00 Control Elev(ft): 34.640 ---------------------------------------------------------------------------------------------------- Name: RA2170A From Node: NA2170 Length(ft): 136.00 Group: A To Node: NA2160 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 65.560 65.000 Exit Loss Coef: 0.000 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1498 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 2 for Drop Structure RA2170A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 30.60 Invert(ft): 66.930 Rise(in): 14.76 Control Elev(ft): 66.930 *** Weir 2 of 2 for Drop Structure RA2170A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 68.160 Rise(in): 54.00 Control Elev(ft): 68.160 ---------------------------------------------------------------------------------------------------- Name: RA2180A From Node: NA2180 Length(ft): 40.00 Group: A To Node: NA2170 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 67.100 67.300 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2180A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 67.500 Rise(in): 24.00 Control Elev(ft): 67.500 *** Weir 2 of 2 for Drop Structure RA2180A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 69.360 Rise(in): 54.00 Control Elev(ft): 69.360 ---------------------------------------------------------------------------------------------------- $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1499 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Name: RA2310A From Node: NA2310 Length(ft): 32.00 Group: A To Node: NA2300 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 65.900 65.800 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 3 for Drop Structure RA2310A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.00 Invert(ft): 68.750 Rise(in): 16.00 Control Elev(ft): 68.750 *** Weir 2 of 3 for Drop Structure RA2310A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 23.00 Invert(ft): 70.810 Rise(in): 34.00 Control Elev(ft): 70.810 *** Weir 3 of 3 for Drop Structure RA2310A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 26.00 Invert(ft): 70.250 Rise(in): 6.72 Control Elev(ft): 70.250 ---------------------------------------------------------------------------------------------------- Name: RA2345A From Node: NA2345 Length(ft): 123.00 Group: A To Node: NA2340 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 49.800 49.600 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2345A *** TABLE $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1500 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 52.400 Rise(in): 10.00 Control Elev(ft): 52.400 *** Weir 2 of 2 for Drop Structure RA2345A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 53.230 Rise(in): 60.00 Control Elev(ft): 53.230 ---------------------------------------------------------------------------------------------------- Name: RA2350A From Node: NA2350 Length(ft): 49.00 Group: A To Node: NA2345 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 49.700 49.600 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2350A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 49.700 Rise(in): 6.00 Control Elev(ft): 49.700 *** Weir 2 of 2 for Drop Structure RA2350A *** TABLE Count: 1 Bottom Clip(ft): 0.000 Type: Vertical: Mavis Top Clip(ft): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Irregular Orifice Disc Coef: 0.600 Cross Section: 8618 Control Elev(ft): 51.700 Invert(ft): 51.700 Struct Opening Dim(ft): 9999.00 ---------------------------------------------------------------------------------------------------- Name: RA2360A From Node: NA2360 Length(ft): 32.00 Group: A To Node: NA2330 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 42.500 42.800 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1501 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2360A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 30.00 Invert(ft): 44.900 Rise(in): 36.00 Control Elev(ft): 44.900 *** Weir 2 of 2 for Drop Structure RA2360A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 3.00 Invert(ft): 44.900 Rise(in): 12.00 Control Elev(ft): 44.900 ---------------------------------------------------------------------------------------------------- Name: RA2440A From Node: NA2440 Length(ft): 33.00 Group: A To Node: NA2390 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 54.540 54.310 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2440A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 15.00 Invert(ft): 56.030 Rise(in): 15.12 Control Elev(ft): 56.030 *** Weir 2 of 2 for Drop Structure RA2440A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 57.300 Rise(in): 37.00 Control Elev(ft): 57.300 ---------------------------------------------------------------------------------------------------- Name: RA2450A From Node: NA2450 Length(ft): 176.00 Group: A To Node: NA2400 Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1502 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 55.670 55.320 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2450A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 5.76 Invert(ft): 60.140 Rise(in): 24.00 Control Elev(ft): 60.140 *** Weir 2 of 2 for Drop Structure RA2450A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 62.140 Rise(in): 37.00 Control Elev(ft): 62.140 ---------------------------------------------------------------------------------------------------- Name: RA2460A From Node: NA2460 Length(ft): 28.00 Group: A To Node: NA2380 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 48.600 48.600 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall *** Weir 1 of 1 for Drop Structure RA2460A *** TABLE Count: 1 Bottom Clip(ft): 0.000 Type: Vertical: Mavis Top Clip(ft): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Irregular Orifice Disc Coef: 0.600 Cross Section: 8616 Control Elev(ft): 52.100 Invert(ft): 52.100 Struct Opening Dim(ft): 9999.00 ---------------------------------------------------------------------------------------------------- Name: RA2470A From Node: NA2470 Length(ft): 62.00 Group: A To Node: NA2370 Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1503 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 50.150 49.830 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2470A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.00 Invert(ft): 53.370 Rise(in): 16.20 Control Elev(ft): 53.370 *** Weir 2 of 2 for Drop Structure RA2470A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 54.720 Rise(in): 37.00 Control Elev(ft): 54.720 ---------------------------------------------------------------------------------------------------- Name: RA2480A From Node: NA2480 Length(ft): 178.00 Group: A To Node: NA2020 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 47.130 42.910 Exit Loss Coef: 0.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2480A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.36 Invert(ft): 50.050 Rise(in): 9.36 Control Elev(ft): 50.050 *** Weir 2 of 2 for Drop Structure RA2480A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1504 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 50.910 Rise(in): 24.00 Control Elev(ft): 50.910 ---------------------------------------------------------------------------------------------------- Name: RA2490A From Node: NA2490 Length(ft): 108.00 Group: A To Node: NA2040 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 58.700 52.900 Exit Loss Coef: 0.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2490A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 2.00 Invert(ft): 60.040 Rise(in): 20.40 Control Elev(ft): 60.040 *** Weir 2 of 2 for Drop Structure RA2490A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 61.740 Rise(in): 49.00 Control Elev(ft): 61.740 ---------------------------------------------------------------------------------------------------- Name: RA2530A From Node: NA2530 Length(ft): 138.00 Group: A To Node: NA2520 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 36.00 36.00 Flow: Both Rise(in): 36.00 36.00 Entrance Loss Coef: 0.500 Invert(ft): 64.870 64.150 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2530A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1505 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 22.80 Invert(ft): 68.290 Rise(in): 11.40 Control Elev(ft): 68.290 *** Weir 2 of 2 for Drop Structure RA2530A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 69.240 Rise(in): 49.00 Control Elev(ft): 69.240 ---------------------------------------------------------------------------------------------------- Name: RA2580A From Node: NA2580 Length(ft): 52.00 Group: A To Node: NA2570 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Most Restrictive Span(in): 23.00 23.00 Flow: Both Rise(in): 14.00 14.00 Entrance Loss Coef: 0.500 Invert(ft): 67.900 67.100 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2580A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 30.00 Invert(ft): 69.100 Rise(in): 8.00 Control Elev(ft): 69.100 *** Weir 2 of 2 for Drop Structure RA2580A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 69.700 Rise(in): 54.00 Control Elev(ft): 69.700 ---------------------------------------------------------------------------------------------------- Name: RA2600A From Node: NA2600 Length(ft): 18.00 Group: A To Node: NA2590 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 56.930 56.710 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1506 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2600A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 57.720 Rise(in): 2.40 Control Elev(ft): 57.720 *** Weir 2 of 2 for Drop Structure RA2600A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 58.680 Rise(in): 37.00 Control Elev(ft): 58.680 ---------------------------------------------------------------------------------------------------- Name: RA2610A From Node: NA2610 Length(ft): 12.00 Group: A To Node: NA2510 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 64.100 64.200 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2610A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 38.64 Invert(ft): 64.300 Rise(in): 20.40 Control Elev(ft): 64.300 *** Weir 2 of 2 for Drop Structure RA2610A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 66.000 Rise(in): 37.00 Control Elev(ft): 66.000 ---------------------------------------------------------------------------------------------------- Name: RA2630A From Node: NA2630 Length(ft): 28.00 Group: A To Node: NA2560 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1507 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 66.800 66.740 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure RA2630A *** TABLE Count: 1 Bottom Clip(ft): 0.000 Type: Vertical: Mavis Top Clip(ft): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Irregular Orifice Disc Coef: 0.600 Cross Section: 8938 Control Elev(ft): 68.400 Invert(ft): 68.400 Struct Opening Dim(ft): 9999.00 ---------------------------------------------------------------------------------------------------- Name: RA2640A From Node: NA2640 Length(ft): 201.00 Group: A To Node: NA2060 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 58.140 57.740 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2640A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 2.52 Invert(ft): 61.740 Rise(in): 16.80 Control Elev(ft): 61.740 *** Weir 2 of 2 for Drop Structure RA2640A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 63.140 Rise(in): 34.00 Control Elev(ft): 63.140 ---------------------------------------------------------------------------------------------------- Name: RA2650A From Node: NA2650 Length(ft): 282.00 Group: A To Node: NA2090 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1508 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 65.670 63.010 Exit Loss Coef: 0.500 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 2 for Drop Structure RA2650A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 2.50 Invert(ft): 66.850 Rise(in): 18.00 Control Elev(ft): 66.850 *** Weir 2 of 2 for Drop Structure RA2650A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 68.370 Rise(in): 24.00 Control Elev(ft): 68.370 ---------------------------------------------------------------------------------------------------- Name: RA2670A From Node: NA2670 Length(ft): 67.00 Group: A To Node: NA2660 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 62.100 61.800 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2670A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 67.200 Rise(in): 12.00 Control Elev(ft): 67.200 *** Weir 2 of 2 for Drop Structure RA2670A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1509 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 24.00 Invert(ft): 68.200 Rise(in): 37.00 Control Elev(ft): 68.200 ---------------------------------------------------------------------------------------------------- Name: RA2680A From Node: NA2680 Length(ft): 56.00 Group: A To Node: NA2690 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 63.220 62.890 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2680A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 21.00 Invert(ft): 68.150 Rise(in): 11.88 Control Elev(ft): 68.150 *** Weir 2 of 2 for Drop Structure RA2680A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 69.140 Rise(in): 24.00 Control Elev(ft): 69.140 ---------------------------------------------------------------------------------------------------- Name: RA2730A From Node: NA2730 Length(ft): 26.00 Group: A To Node: NA2720 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Most Restrictive Span(in): 23.00 23.00 Flow: Both Rise(in): 14.00 14.00 Entrance Loss Coef: 0.500 Invert(ft): 69.000 68.900 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall *** Weir 1 of 1 for Drop Structure RA2730A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1510 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 24.00 Invert(ft): 70.950 Rise(in): 37.00 Control Elev(ft): 70.950 ---------------------------------------------------------------------------------------------------- Name: RA2750A From Node: NA2750 Length(ft): 96.00 Group: A To Node: NA2250 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 36.00 36.00 Flow: Both Rise(in): 36.00 36.00 Entrance Loss Coef: 0.500 Invert(ft): 54.940 56.140 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2750A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 58.750 Rise(in): 37.00 Control Elev(ft): 58.750 *** Weir 2 of 2 for Drop Structure RA2750A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 57.290 Rise(in): 8.00 Control Elev(ft): 57.290 ---------------------------------------------------------------------------------------------------- Name: RA2760A From Node: NA2760 Length(ft): 25.00 Group: A To Node: NA2260 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 61.780 61.340 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2760A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1511 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 18.00 Invert(ft): 62.680 Rise(in): 23.16 Control Elev(ft): 62.680 *** Weir 2 of 2 for Drop Structure RA2760A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 64.610 Rise(in): 37.00 Control Elev(ft): 64.610 ---------------------------------------------------------------------------------------------------- Name: RA2780A From Node: NA2780 Length(ft): 32.00 Group: A To Node: NA2620 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 67.500 67.600 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 3 for Drop Structure RA2780A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 0.88 Invert(ft): 68.500 Rise(in): 0.88 Control Elev(ft): 68.500 *** Weir 2 of 3 for Drop Structure RA2780A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 26.00 Invert(ft): 69.800 Rise(in): 16.80 Control Elev(ft): 69.800 *** Weir 3 of 3 for Drop Structure RA2780A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 71.200 Rise(in): 54.00 Control Elev(ft): 71.200 ---------------------------------------------------------------------------------------------------- Name: RA2790A From Node: NA2790 Length(ft): 35.00 Group: A To Node: NA0330 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 36.00 36.00 Flow: Both $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1512 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 36.00 36.00 Entrance Loss Coef: 0.500 Invert(ft): 27.290 27.140 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2790A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 42.00 Invert(ft): 35.440 Rise(in): 25.08 Control Elev(ft): 35.440 *** Weir 2 of 2 for Drop Structure RA2790A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 37.530 Rise(in): 49.00 Control Elev(ft): 37.530 ---------------------------------------------------------------------------------------------------- Name: RA2800A From Node: NA2800 Length(ft): 24.00 Group: A To Node: NA0340 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 28.300 28.100 Exit Loss Coef: 0.500 Manning's N: 0.024000 0.024000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 23.900 23.900 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Projecting *** Weir 1 of 1 for Drop Structure RA2800A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 31.000 Rise(in): 24.00 Control Elev(ft): 31.000 ---------------------------------------------------------------------------------------------------- Name: RA2810A From Node: NA2810 Length(ft): 22.00 Group: A To Node: NA0360 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1513 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 33.640 32.140 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2810A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 29.28 Invert(ft): 37.140 Rise(in): 9.60 Control Elev(ft): 37.140 *** Weir 2 of 2 for Drop Structure RA2810A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 37.940 Rise(in): 24.00 Control Elev(ft): 37.940 ---------------------------------------------------------------------------------------------------- Name: RA2820A From Node: NA2820 Length(ft): 277.00 Group: A To Node: NA0360 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 36.140 34.990 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2820A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 55.81 Invert(ft): 39.440 Rise(in): 9.60 Control Elev(ft): 39.440 *** Weir 2 of 2 for Drop Structure RA2820A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 40.630 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1514 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 49.00 Control Elev(ft): 40.630 ---------------------------------------------------------------------------------------------------- Name: RA2850A From Node: NA2850 Length(ft): 110.00 Group: A To Node: NA0410 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 40.000 36.510 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2850A *** TABLE Count: 1 Bottom Clip(ft): 0.000 Type: Vertical: Mavis Top Clip(ft): 0.870 Flow: Both Weir Disc Coef: 3.200 Geometry: Irregular Orifice Disc Coef: 0.600 Cross Section: 5595 Control Elev(ft): 43.720 Invert(ft): 43.720 Struct Opening Dim(ft): 9999.00 *** Weir 2 of 2 for Drop Structure RA2850A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 34.00 Invert(ft): 44.590 Rise(in): 56.00 Control Elev(ft): 44.590 ---------------------------------------------------------------------------------------------------- Name: RA2860A From Node: NA2860 Length(ft): 56.00 Group: A To Node: NA2870 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 43.810 41.300 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA2860A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 26.40 Invert(ft): 47.040 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1515 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 37.20 Control Elev(ft): 47.040 *** Weir 2 of 2 for Drop Structure RA2860A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 50.140 Rise(in): 37.00 Control Elev(ft): 50.140 ---------------------------------------------------------------------------------------------------- Name: RA2880A From Node: NA2880 Length(ft): 42.00 Group: A To Node: NA0420 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 47.150 45.500 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA2880A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 49.690 Rise(in): 37.00 Control Elev(ft): 49.690 *** Weir 2 of 2 for Drop Structure RA2880A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 15.00 Invert(ft): 49.070 Rise(in): 7.80 Control Elev(ft): 49.070 ---------------------------------------------------------------------------------------------------- Name: RA2920A From Node: NA2920 Length(ft): 40.00 Group: A To Node: NA2910 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 46.350 46.480 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1516 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A *** Weir 1 of 2 for Drop Structure RA2920A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 113.00 Invert(ft): 48.660 Rise(in): 8.40 Control Elev(ft): 48.660 *** Weir 2 of 2 for Drop Structure RA2920A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 49.390 Rise(in): 49.00 Control Elev(ft): 49.390 ---------------------------------------------------------------------------------------------------- Name: RA3080A From Node: NA3080 Length(ft): 24.00 Group: A To Node: NA2950 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 48.390 48.370 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 2 for Drop Structure RA3080A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 50.890 Rise(in): 34.00 Control Elev(ft): 50.890 *** Weir 2 of 2 for Drop Structure RA3080A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 74.00 Invert(ft): 50.390 Rise(in): 6.00 Control Elev(ft): 50.390 ---------------------------------------------------------------------------------------------------- Name: RA3090A From Node: NA3090 Length(ft): 150.00 Group: A To Node: NA3080 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 48.540 48.530 Exit Loss Coef: 0.500 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1517 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 2 for Drop Structure RA3090A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 137.00 Invert(ft): 49.990 Rise(in): 3.00 Control Elev(ft): 49.990 *** Weir 2 of 2 for Drop Structure RA3090A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 50.240 Rise(in): 37.00 Control Elev(ft): 50.240 ---------------------------------------------------------------------------------------------------- Name: RA3100A From Node: NA3100 Length(ft): 344.00 Group: A To Node: NA2970 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 49.870 47.530 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall *** Weir 1 of 2 for Drop Structure RA3100A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 19.00 Invert(ft): 51.910 Rise(in): 7.32 Control Elev(ft): 51.910 *** Weir 2 of 2 for Drop Structure RA3100A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 31.00 Invert(ft): 52.520 Rise(in): 40.00 Control Elev(ft): 52.520 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1518 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3110A From Node: NA3110 Length(ft): 435.00 Group: A To Node: NA3100 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 50.940 49.870 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall *** Weir 1 of 3 for Drop Structure RA3110A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.84 Invert(ft): 52.000 Rise(in): 10.56 Control Elev(ft): 52.000 *** Weir 2 of 3 for Drop Structure RA3110A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 30.60 Invert(ft): 52.880 Rise(in): 3.72 Control Elev(ft): 52.880 *** Weir 3 of 3 for Drop Structure RA3110A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 53.190 Rise(in): 37.00 Control Elev(ft): 53.190 ---------------------------------------------------------------------------------------------------- Name: RA3120A From Node: NA3120 Length(ft): 18.00 Group: A To Node: NA2980 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 49.400 48.800 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1519 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A *** Weir 1 of 3 for Drop Structure RA3120A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 13.33 Invert(ft): 52.100 Rise(in): 50.00 Control Elev(ft): 52.100 *** Weir 2 of 3 for Drop Structure RA3120A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 0.66 Invert(ft): 50.600 Rise(in): 13.20 Control Elev(ft): 50.600 *** Weir 3 of 3 for Drop Structure RA3120A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 13.20 Invert(ft): 51.700 Rise(in): 4.80 Control Elev(ft): 51.700 ---------------------------------------------------------------------------------------------------- Name: RA3120C From Node: NA3120 Length(ft): 14.00 Group: A To Node: NA2980 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 49.400 48.700 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 3 for Drop Structure RA3120C *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 13.33 Invert(ft): 52.100 Rise(in): 50.00 Control Elev(ft): 52.100 *** Weir 2 of 3 for Drop Structure RA3120C *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 0.67 Invert(ft): 50.600 Rise(in): 13.20 Control Elev(ft): 50.600 *** Weir 3 of 3 for Drop Structure RA3120C *** TABLE $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1520 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 13.20 Invert(ft): 51.700 Rise(in): 4.80 Control Elev(ft): 51.700 ---------------------------------------------------------------------------------------------------- Name: RA3120D From Node: NA3120 Length(ft): 14.00 Group: A To Node: NA2980 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 49.400 48.800 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 3 for Drop Structure RA3120D *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 13.33 Invert(ft): 52.100 Rise(in): 50.00 Control Elev(ft): 52.100 *** Weir 2 of 3 for Drop Structure RA3120D *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 0.66 Invert(ft): 50.600 Rise(in): 13.20 Control Elev(ft): 50.600 *** Weir 3 of 3 for Drop Structure RA3120D *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 13.20 Invert(ft): 51.700 Rise(in): 4.80 Control Elev(ft): 51.700 ---------------------------------------------------------------------------------------------------- Name: RA3410A From Node: NA3410 Length(ft): 30.00 Group: A To Node: NA3230 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 8.00 8.00 Flow: Both Rise(in): 8.00 8.00 Entrance Loss Coef: 0.500 Invert(ft): 63.300 62.900 Exit Loss Coef: 1.000 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1521 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 2 for Drop Structure RA3410A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 2.00 Invert(ft): 64.700 Rise(in): 15.00 Control Elev(ft): 64.700 *** Weir 2 of 2 for Drop Structure RA3410A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 48.00 Invert(ft): 66.300 Rise(in): 48.00 Control Elev(ft): 66.300 ---------------------------------------------------------------------------------------------------- Name: RA3420A From Node: NA3420 Length(ft): 34.00 Group: A To Node: NA3250 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 63.990 63.850 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 1 for Drop Structure RA3420A *** TABLE Count: 1 Bottom Clip(ft): 0.000 Type: Vertical: Mavis Top Clip(ft): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Irregular Orifice Disc Coef: 0.600 Cross Section: 8401 Control Elev(ft): 66.230 Invert(ft): 66.230 Struct Opening Dim(ft): 9999.00 ---------------------------------------------------------------------------------------------------- Name: RA3430A From Node: NA3430 Length(ft): 70.00 Group: A To Node: NA3250 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 63.640 63.750 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1522 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA3430A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 18.00 Invert(ft): 67.100 Rise(in): 13.08 Control Elev(ft): 67.100 *** Weir 2 of 2 for Drop Structure RA3430A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 68.190 Rise(in): 54.00 Control Elev(ft): 68.190 ---------------------------------------------------------------------------------------------------- Name: RA3450A From Node: NA3450 Length(ft): 118.00 Group: A To Node: NA3330 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 65.140 64.680 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA3450A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 32.00 Invert(ft): 67.550 Rise(in): 7.08 Control Elev(ft): 67.550 *** Weir 2 of 2 for Drop Structure RA3450A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 68.140 Rise(in): 37.00 Control Elev(ft): 68.140 ---------------------------------------------------------------------------------------------------- Name: RA3460A From Node: NA3460 Length(ft): 153.00 Group: A To Node: NA0490 Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1523 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 10.00 10.00 Flow: Both Rise(in): 10.00 10.00 Entrance Loss Coef: 0.500 Invert(ft): 47.630 44.440 Exit Loss Coef: 1.000 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat *** Weir 1 of 2 for Drop Structure RA3460A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 2.28 Invert(ft): 47.640 Rise(in): 13.20 Control Elev(ft): 47.640 *** Weir 2 of 2 for Drop Structure RA3460A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 48.740 Rise(in): 24.00 Control Elev(ft): 48.740 ---------------------------------------------------------------------------------------------------- Name: RA3470A From Node: NA3470 Length(ft): 38.00 Group: A To Node: NA0490 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 44.140 44.070 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA3470A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 2.04 Invert(ft): 46.830 Rise(in): 39.72 Control Elev(ft): 46.830 *** Weir 2 of 2 for Drop Structure RA3470A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1524 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 50.140 Rise(in): 37.00 Control Elev(ft): 50.140 ---------------------------------------------------------------------------------------------------- Name: RA3480A From Node: NA3480 Length(ft): 42.00 Group: A To Node: NA0490 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 48.240 45.870 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA3480A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 18.60 Invert(ft): 51.250 Rise(in): 28.20 Control Elev(ft): 51.250 *** Weir 2 of 2 for Drop Structure RA3480A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 53.600 Rise(in): 37.00 Control Elev(ft): 53.600 ---------------------------------------------------------------------------------------------------- Name: RA3490A From Node: NA3490 Length(ft): 15.00 Group: A To Node: NA0500 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 48.640 48.440 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA3490A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1525 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 19.00 Invert(ft): 51.820 Rise(in): 15.84 Control Elev(ft): 51.820 *** Weir 2 of 2 for Drop Structure RA3490A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 53.140 Rise(in): 37.00 Control Elev(ft): 53.140 ---------------------------------------------------------------------------------------------------- Name: RA3500A From Node: NA3500 Length(ft): 228.00 Group: A To Node: NA3510 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 6.00 6.00 Flow: Both Rise(in): 6.00 6.00 Entrance Loss Coef: 0.500 Invert(ft): 49.240 47.140 Exit Loss Coef: 0.500 Manning's N: 0.010000 0.010000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA3500A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 16.00 Invert(ft): 51.270 Rise(in): 4.08 Control Elev(ft): 51.270 *** Weir 2 of 2 for Drop Structure RA3500A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 51.610 Rise(in): 24.00 Control Elev(ft): 51.610 ---------------------------------------------------------------------------------------------------- Name: RA3530A From Node: NA3530 Length(ft): 20.00 Group: A To Node: NA0500 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 47.140 46.730 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1526 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA3530A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 8.25 Invert(ft): 50.260 Rise(in): 10.56 Control Elev(ft): 50.260 *** Weir 2 of 2 for Drop Structure RA3530A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 51.140 Rise(in): 37.00 Control Elev(ft): 51.140 ---------------------------------------------------------------------------------------------------- Name: RA3540A From Node: NA3540 Length(ft): 25.00 Group: A To Node: NA0520 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 47.140 45.540 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA3540A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.48 Invert(ft): 48.280 Rise(in): 10.32 Control Elev(ft): 48.280 *** Weir 2 of 2 for Drop Structure RA3540A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.00 Invert(ft): 49.140 Rise(in): 24.00 Control Elev(ft): 49.140 ---------------------------------------------------------------------------------------------------- Name: RA3680A From Node: NA3680 Length(ft): 399.00 Group: A To Node: NA3600 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1527 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.200 Invert(ft): 55.340 53.170 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall *** Weir 1 of 2 for Drop Structure RA3680A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 3.75 Invert(ft): 56.970 Rise(in): 21.60 Control Elev(ft): 56.970 *** Weir 2 of 2 for Drop Structure RA3680A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 58.760 Rise(in): 37.00 Control Elev(ft): 58.760 ---------------------------------------------------------------------------------------------------- Name: RA3690A From Node: NA3690 Length(ft): 75.00 Group: A To Node: NA3620 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 57.140 53.720 Exit Loss Coef: 0.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA3690A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 59.740 Rise(in): 4.00 Control Elev(ft): 59.740 *** Weir 2 of 2 for Drop Structure RA3690A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1528 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 24.00 Invert(ft): 60.070 Rise(in): 37.00 Control Elev(ft): 60.070 ---------------------------------------------------------------------------------------------------- Name: RA3700A From Node: NA3700 Length(ft): 36.00 Group: A To Node: NA3640 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Horz Ellipse Horz Ellipse Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.500 Invert(ft): 59.430 59.080 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall *** Weir 1 of 2 for Drop Structure RA3700A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 95.88 Invert(ft): 61.800 Rise(in): 5.76 Control Elev(ft): 61.800 *** Weir 2 of 2 for Drop Structure RA3700A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 46.00 Invert(ft): 62.280 Rise(in): 35.00 Control Elev(ft): 62.280 ---------------------------------------------------------------------------------------------------- Name: RA3730A From Node: NA3730 Length(ft): 23.00 Group: A To Node: NA3720 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 50.470 50.120 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA3730A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1529 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 4.80 Invert(ft): 52.500 Rise(in): 9.00 Control Elev(ft): 52.500 *** Weir 2 of 2 for Drop Structure RA3730A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 53.250 Rise(in): 24.00 Control Elev(ft): 53.250 ---------------------------------------------------------------------------------------------------- Name: RA3740A From Node: NA3740 Length(ft): 85.00 Group: A To Node: NA0550 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 52.250 43.590 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure RA3740A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 53.620 Rise(in): 5.00 Control Elev(ft): 53.620 *** Weir 2 of 2 for Drop Structure RA3740A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 55.190 Rise(in): 37.00 Control Elev(ft): 55.190 ---------------------------------------------------------------------------------------------------- Name: RA3810A From Node: NA3810 Length(ft): 36.00 Group: A To Node: NA3790 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 58.300 56.740 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1530 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure RA3810A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 60.100 Rise(in): 37.00 Control Elev(ft): 60.100 *** Weir 2 of 2 for Drop Structure RA3810A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 58.400 Rise(in): 12.00 Control Elev(ft): 58.400 ---------------------------------------------------------------------------------------------------- Name: RA3820A From Node: NA3820 Length(ft): 44.00 Group: A To Node: NA3790 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both Rise(in): 15.00 15.00 Entrance Loss Coef: 0.200 Invert(ft): 57.000 56.740 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end w/ headwall *** Weir 1 of 2 for Drop Structure RA3820A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 6.00 Invert(ft): 58.680 Rise(in): 6.00 Control Elev(ft): 58.680 *** Weir 2 of 2 for Drop Structure RA3820A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 60.130 Rise(in): 37.00 Control Elev(ft): 60.130 ---------------------------------------------------------------------------------------------------- Name: RA3940A From Node: NA3940 Length(ft): 80.00 Group: A To Node: NA0560 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 15.00 15.00 Flow: Both $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1531 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 48.600 44.640 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 1 for Drop Structure RA3940A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 37.20 Invert(ft): 51.200 Rise(in): 2.40 Control Elev(ft): 51.200 ---------------------------------------------------------------------------------------------------- Name: RA4000A From Node: NA4000 Length(ft): 107.00 Group: A To Node: NA3990 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.500 Invert(ft): 52.480 52.170 Exit Loss Coef: 0.500 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 3 for Drop Structure RA4000A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 4.00 Invert(ft): 54.840 Rise(in): 4.00 Control Elev(ft): 54.840 *** Weir 2 of 3 for Drop Structure RA4000A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert(ft): 56.460 Rise(in): 12.00 Control Elev(ft): 56.460 *** Weir 3 of 3 for Drop Structure RA4000A *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 57.760 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1532 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rise(in): 37.00 Control Elev(ft): 57.760 ---------------------------------------------------------------------------------------------------- Name: S-1 From Node: NA0460_SITE Length(ft): 84.00 Group: A To Node: NA0460 Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 24.00 24.00 Flow: Both Rise(in): 24.00 24.00 Entrance Loss Coef: 0.000 Invert(ft): 42.000 41.500 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure S-1 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 0.36 Invert(ft): 47.700 Rise(in): 999.00 Control Elev(ft): 47.700 *** Weir 2 of 2 for Drop Structure S-1 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 49.510 Rise(in): 48.00 Control Elev(ft): 49.510 ========================================================================================== ==== Weirs =============================================================================== ========================================================================================== Name: RA0010A From Node: NA0010 Group: A To Node: BNDRY1 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 750.00 Rise(in): 9999.00 Invert(ft): 4.250 Control Elevation(ft): 4.250 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0010B From Node: NA0010 Group: A To Node: BNDRY1 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0010B Invert(ft): 6.540 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1533 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 6.540 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0010C From Node: NA0010 Group: A To Node: BNDRY1 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0010C Invert(ft): 6.640 Control Elevation(ft): 6.640 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0010E From Node: NA0010 Group: A To Node: NA0900 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0010E Invert(ft): 7.370 Control Elevation(ft): 7.370 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0080A From Node: NA0080 Group: A To Node: NA0070 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: 5482 Invert(ft): 7.630 Control Elevation(ft): 7.630 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 3.000 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0080B From Node: NA0080 Group: A To Node: NA0070 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0080B Invert(ft): 16.940 Control Elevation(ft): 16.940 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1534 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0090A From Node: NA0090 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 169.20 Rise(in): 9999.00 Invert(ft): 7.580 Control Elevation(ft): 7.580 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0090B From Node: NA0090 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 144.00 Rise(in): 9999.00 Invert(ft): 8.580 Control Elevation(ft): 8.580 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0090C From Node: NA0090 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0090C Invert(ft): 18.730 Control Elevation(ft): 18.730 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0120B From Node: NA0120 Group: A To Node: NA0110 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0120B Invert(ft): 16.370 Control Elevation(ft): 16.370 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1535 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0130B From Node: NA0130 Group: A To Node: NA1180 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0130B Invert(ft): 17.340 Control Elevation(ft): 17.340 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0130C From Node: NA0130 Group: A To Node: NA0110 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0130C Invert(ft): 16.450 Control Elevation(ft): 16.450 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0140A From Node: NA0140 Group: A To Node: NA0130 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 588.00 Rise(in): 9999.00 Invert(ft): 8.800 Control Elevation(ft): 8.800 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0140B From Node: NA0140 Group: A To Node: NA0130 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0140B Invert(ft): 9.020 Control Elevation(ft): 9.020 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1536 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0150B From Node: NA0150 Group: A To Node: NA0130 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 276.00 Rise(in): 9999.00 Invert(ft): 12.000 Control Elevation(ft): 12.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0150C From Node: NA0150 Group: A To Node: NA0130 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0150C Invert(ft): 12.100 Control Elevation(ft): 12.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0150D From Node: NA0150 Group: A To Node: NA0140 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0150D Invert(ft): 14.800 Control Elevation(ft): 14.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0180B From Node: NA0180 Group: A To Node: NG0310 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0180B Invert(ft): 21.870 Control Elevation(ft): 21.870 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1537 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0230C From Node: NA0230 Group: A To Node: NJ0020 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0230C Invert(ft): 19.900 Control Elevation(ft): 19.900 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0230D From Node: NA0230 Group: A To Node: NA0220 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0230D Invert(ft): 22.800 Control Elevation(ft): 22.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0250D From Node: NA0250 Group: A To Node: NA0240 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0250D Invert(ft): 24.870 Control Elevation(ft): 24.870 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0250E From Node: NA0250 Group: A To Node: NA1760 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0250E Invert(ft): 24.010 Control Elevation(ft): 24.010 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1538 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0270B From Node: NA0270 Group: A To Node: NA1770 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0270B Invert(ft): 27.200 Control Elevation(ft): 27.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0290B From Node: NA0290 Group: A To Node: NA0280 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0290B Invert(ft): 27.400 Control Elevation(ft): 27.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0290C From Node: NA0290 Group: A To Node: NA1790 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0290C Invert(ft): 27.500 Control Elevation(ft): 27.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0300B From Node: NA0300 Group: A To Node: NA1800 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0300B Invert(ft): 28.900 Control Elevation(ft): 28.900 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0310B From Node: NA0310 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1539 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA0300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0310B Invert(ft): 35.200 Control Elevation(ft): 35.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0330B From Node: NA0330 Group: A To Node: NA0320 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0330B Invert(ft): 31.540 Control Elevation(ft): 31.540 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0330C From Node: NA0330 Group: A To Node: NA0310 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0330C Invert(ft): 34.310 Control Elevation(ft): 34.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0370B From Node: NA0370 Group: A To Node: NA2830 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0370B Invert(ft): 39.800 Control Elevation(ft): 39.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0380B From Node: NA0380 Group: A To Node: NA0370 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1540 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA0380B Invert(ft): 40.180 Control Elevation(ft): 40.180 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0380C From Node: NA0380 Group: A To Node: NA2830 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0380C Invert(ft): 40.710 Control Elevation(ft): 40.710 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0400C From Node: NA0400 Group: A To Node: NA0390 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0400C Invert(ft): 42.870 Control Elevation(ft): 42.870 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0410C From Node: NA0410 Group: A To Node: NA0400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0410C Invert(ft): 41.820 Control Elevation(ft): 41.820 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0420B From Node: NA0420 Group: A To Node: NA0410 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1541 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA0420B Invert(ft): 45.560 Control Elevation(ft): 45.560 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0420C From Node: NA0420 Group: A To Node: NA2850 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0420C Invert(ft): 46.140 Control Elevation(ft): 46.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0420D From Node: NA0420 Group: A To Node: NA0400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0420D Invert(ft): 46.140 Control Elevation(ft): 46.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0430C From Node: NA0430 Group: A To Node: NA0420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0430C Invert(ft): 46.760 Control Elevation(ft): 46.760 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0430D From Node: NA0430 Group: A To Node: NA2890 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0430D Invert(ft): 46.880 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1542 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 46.880 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0430E From Node: NA0430 Group: A To Node: NA2870 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0430E Invert(ft): 46.500 Control Elevation(ft): 46.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0450C From Node: NA0450 Group: A To Node: NA0440 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0450C Invert(ft): 47.910 Control Elevation(ft): 47.910 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0470B From Node: NA0470 Group: A To Node: NA0460 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0470B Invert(ft): 51.480 Control Elevation(ft): 51.480 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0510C From Node: NA0510 Group: A To Node: NA0500 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0510C Invert(ft): 50.140 Control Elevation(ft): 50.140 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1543 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0540B From Node: NA0540 Group: A To Node: NA0530 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0540B Invert(ft): 49.990 Control Elevation(ft): 49.990 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0550B From Node: NA0550 Group: A To Node: NA0540 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0550B Invert(ft): 48.900 Control Elevation(ft): 48.900 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0560C From Node: NA0560 Group: A To Node: NA0550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0560C Invert(ft): 48.530 Control Elevation(ft): 48.530 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0560D From Node: NA0560 Group: A To Node: NA0540 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0560D Invert(ft): 50.250 Control Elevation(ft): 50.250 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1544 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0570B From Node: NA0570 Group: A To Node: NA0560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0570B Invert(ft): 46.030 Control Elevation(ft): 46.030 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0570C From Node: NA0570 Group: A To Node: NA3830 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0570C Invert(ft): 50.850 Control Elevation(ft): 50.850 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0600B From Node: NA0600 Group: A To Node: NA0590 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0600B Invert(ft): 52.200 Control Elevation(ft): 52.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0600C From Node: NA0600 Group: A To Node: NA3960 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0600C Invert(ft): 52.200 Control Elevation(ft): 52.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1545 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0610B From Node: NA0610 Group: A To Node: NA3960 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0610B Invert(ft): 52.790 Control Elevation(ft): 52.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0610C From Node: NA0610 Group: A To Node: NA0600 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0610C Invert(ft): 52.790 Control Elevation(ft): 52.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0620B From Node: NA0620 Group: A To Node: NA0610 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0620B Invert(ft): 52.360 Control Elevation(ft): 52.360 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0630B From Node: NA0630 Group: A To Node: NA0620 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0630B Invert(ft): 53.120 Control Elevation(ft): 53.120 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1546 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0640B From Node: NA0640 Group: A To Node: NA0630 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0640B Invert(ft): 54.330 Control Elevation(ft): 54.330 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0640C From Node: NA0640 Group: A To Node: BNDRY17 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0640C Invert(ft): 55.200 Control Elevation(ft): 55.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0650A From Node: NA0650 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: 8612 Invert(ft): 6.100 Control Elevation(ft): 6.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0650B From Node: NA0650 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0650B Invert(ft): 6.400 Control Elevation(ft): 6.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1547 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0660B From Node: NA0660 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0660B Invert(ft): 15.310 Control Elevation(ft): 15.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0670C From Node: NA0670 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0670C Invert(ft): 11.750 Control Elevation(ft): 11.750 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0680A From Node: NA0680 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 360.00 Rise(in): 9999.00 Invert(ft): 5.800 Control Elevation(ft): 5.800 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 2.800 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0680B From Node: NA0680 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0680B Invert(ft): 6.710 Control Elevation(ft): 6.710 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0690B From Node: NA0690 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1548 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA0680 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0690B Invert(ft): 8.540 Control Elevation(ft): 8.540 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0690C From Node: NA0690 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0690C Invert(ft): 8.540 Control Elevation(ft): 8.540 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0700B From Node: NA0700 Group: A To Node: NA0690 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0700B Invert(ft): 32.980 Control Elevation(ft): 32.980 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0710C From Node: NA0710 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0710C Invert(ft): 12.520 Control Elevation(ft): 12.520 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0720B From Node: NA0720 Group: A To Node: NA0710 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1549 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA0720B Invert(ft): 27.310 Control Elevation(ft): 27.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0730B From Node: NA0730 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0730B Invert(ft): 8.330 Control Elevation(ft): 8.330 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0740B From Node: NA0740 Group: A To Node: NE0030 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0740B Invert(ft): 19.450 Control Elevation(ft): 19.450 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0750A From Node: NA0750 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Circular Span(in): 4.00 Rise(in): 4.00 Invert(ft): 4.890 Control Elevation(ft): 4.890 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0750B From Node: NA0750 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1550 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 1200.00 Rise(in): 9999.00 Invert(ft): 6.390 Control Elevation(ft): 6.390 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0750C From Node: NA0750 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0750C Invert(ft): 7.170 Control Elevation(ft): 7.170 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0760B From Node: NA0760 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0760B Invert(ft): 10.410 Control Elevation(ft): 10.410 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0760C From Node: NA0760 Group: A To Node: NA0750 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0760C Invert(ft): 10.930 Control Elevation(ft): 10.930 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0790B From Node: NA0790 Group: A To Node: NA0870 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0790B Invert(ft): 17.850 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1551 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 17.850 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0790C From Node: NA0790 Group: A To Node: NA0820 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0790C Invert(ft): 16.720 Control Elevation(ft): 16.720 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0810B From Node: NA0810 Group: A To Node: BNDRY25 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0810B Invert(ft): 17.720 Control Elevation(ft): 17.720 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0820C From Node: NA0820 Group: A To Node: NA0740 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0820C Invert(ft): 15.310 Control Elevation(ft): 15.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0830A From Node: NA0830 Group: A To Node: NA0790 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0830A Invert(ft): 16.800 Control Elevation(ft): 16.800 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1552 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0830C From Node: NA0830 Group: A To Node: NA0820 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0830C Invert(ft): 16.240 Control Elevation(ft): 16.240 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0840B From Node: NA0840 Group: A To Node: NA0830 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0840B Invert(ft): 17.760 Control Elevation(ft): 17.760 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0850B From Node: NA0850 Group: A To Node: NA0840 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0850B Invert(ft): 18.210 Control Elevation(ft): 18.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0850C From Node: NA0850 Group: A To Node: NA0830 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0850C Invert(ft): 18.400 Control Elevation(ft): 18.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1553 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0860B From Node: NA0860 Group: A To Node: NA0850 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0860B Invert(ft): 18.540 Control Elevation(ft): 18.540 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0860C From Node: NA0860 Group: A To Node: NA0840 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0860C Invert(ft): 18.680 Control Elevation(ft): 18.680 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0870B From Node: NA0870 Group: A To Node: NA0900 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0870B Invert(ft): 14.790 Control Elevation(ft): 14.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0870C From Node: NA0870 Group: A To Node: NA0920 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0870C Invert(ft): 14.800 Control Elevation(ft): 14.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1554 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0880B From Node: NA0880 Group: A To Node: NA0820 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0880B Invert(ft): 48.880 Control Elevation(ft): 48.880 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0890A From Node: NA0890 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Circular Span(in): 4.80 Rise(in): 4.80 Invert(ft): 3.490 Control Elevation(ft): 3.490 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0890B From Node: NA0890 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 220.00 Rise(in): 9999.00 Invert(ft): 4.570 Control Elevation(ft): 4.570 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0890C From Node: NA0890 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 20.00 Rise(in): 9999.00 Invert(ft): 4.150 Control Elevation(ft): 4.150 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1555 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0890D From Node: NA0890 Group: A To Node: NA0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0890D Invert(ft): 4.530 Control Elevation(ft): 4.530 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0900A From Node: NA0900 Group: A To Node: NA0890 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 480.00 Rise(in): 9999.00 Invert(ft): 4.480 Control Elevation(ft): 4.480 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 2.800 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0900B From Node: NA0900 Group: A To Node: NA0890 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0900B Invert(ft): 5.270 Control Elevation(ft): 5.270 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0907B From Node: NA0907 Group: A To Node: NA0900 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0907B Invert(ft): 6.780 Control Elevation(ft): 6.780 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1556 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA0910B From Node: NA0910 Group: A To Node: NA0900 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0910B Invert(ft): 9.000 Control Elevation(ft): 9.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0920B From Node: NA0920 Group: A To Node: NA0910 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0920B Invert(ft): 11.390 Control Elevation(ft): 11.390 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0920C From Node: NA0920 Group: A To Node: NA0900 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0920C Invert(ft): 10.650 Control Elevation(ft): 10.650 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0930B From Node: NA0930 Group: A To Node: NE0310 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0930B Invert(ft): 14.020 Control Elevation(ft): 14.020 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0930C From Node: NA0930 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1557 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA0020 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0930C Invert(ft): 14.920 Control Elevation(ft): 14.920 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0950B From Node: NA0950 Group: A To Node: NE0330 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0950B Invert(ft): 22.400 Control Elevation(ft): 22.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0950C From Node: NA0950 Group: A To Node: NE0360 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0950C Invert(ft): 22.420 Control Elevation(ft): 22.420 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0950D From Node: NA0950 Group: A To Node: NE0060 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0950D Invert(ft): 23.370 Control Elevation(ft): 23.370 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0960B From Node: NA0960 Group: A To Node: NE0340 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1558 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA0960B Invert(ft): 26.930 Control Elevation(ft): 26.930 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0960C From Node: NA0960 Group: A To Node: NA0950 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0960C Invert(ft): 24.480 Control Elevation(ft): 24.480 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0970B From Node: NA0970 Group: A To Node: NA0050 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0970B Invert(ft): 21.010 Control Elevation(ft): 21.010 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0980B From Node: NA0980 Group: A To Node: NA0050 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA0980B Invert(ft): 19.520 Control Elevation(ft): 19.520 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA0990B From Node: NA0990 Group: A To Node: NA0060 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1559 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA0990B Invert(ft): 25.150 Control Elevation(ft): 25.150 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1000B From Node: NA1000 Group: A To Node: NA0990 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1000B Invert(ft): 39.140 Control Elevation(ft): 39.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1010C From Node: NA1010 Group: A To Node: NA0990 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1010C Invert(ft): 21.790 Control Elevation(ft): 21.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1030B From Node: NA1030 Group: A To Node: NA0990 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1030B Invert(ft): 39.110 Control Elevation(ft): 39.110 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1040B From Node: NA1040 Group: A To Node: NA1230 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1040B Invert(ft): 44.190 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1560 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 44.190 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1050B From Node: NA1050 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1050B Invert(ft): 19.190 Control Elevation(ft): 19.190 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1055B From Node: NA1055 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1055B Invert(ft): 13.220 Control Elevation(ft): 13.220 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1060B From Node: NA1060 Group: A To Node: NA1055 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1060B Invert(ft): 13.860 Control Elevation(ft): 13.860 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1070B From Node: NA1070 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1070B Invert(ft): 21.190 Control Elevation(ft): 21.190 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1561 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1080B From Node: NA1080 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1080B Invert(ft): 17.760 Control Elevation(ft): 17.760 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1090B From Node: NA1090 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1090B Invert(ft): 29.830 Control Elevation(ft): 29.830 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1100B From Node: NA1100 Group: A To Node: NA1090 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1100B Invert(ft): 33.420 Control Elevation(ft): 33.420 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1110B From Node: NA1110 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1110B Invert(ft): 29.960 Control Elevation(ft): 29.960 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1562 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1120B From Node: NA1120 Group: A To Node: NA0080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1120B Invert(ft): 31.110 Control Elevation(ft): 31.110 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1130B From Node: NA1130 Group: A To Node: NA0100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1130B Invert(ft): 34.140 Control Elevation(ft): 34.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1140B From Node: NA1140 Group: A To Node: NA0100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1140B Invert(ft): 38.350 Control Elevation(ft): 38.350 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1150A From Node: NA1150 Group: A To Node: NA0100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 48.00 Rise(in): 9999.00 Invert(ft): 37.720 Control Elevation(ft): 37.720 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1563 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1150B From Node: NA1150 Group: A To Node: NA0100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 48.00 Rise(in): 9999.00 Invert(ft): 38.960 Control Elevation(ft): 38.960 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1150C From Node: NA1150 Group: A To Node: NA0100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1150C Invert(ft): 39.000 Control Elevation(ft): 39.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1160B From Node: NA1160 Group: A To Node: NA0110 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1160B Invert(ft): 21.190 Control Elevation(ft): 21.190 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1160C From Node: NA1160 Group: A To Node: NA0130 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1160C Invert(ft): 19.300 Control Elevation(ft): 19.300 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1564 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1170B From Node: NA1170 Group: A To Node: NA0100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1170B Invert(ft): 29.590 Control Elevation(ft): 29.590 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1170C From Node: NA1170 Group: A To Node: NA1160 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1170C Invert(ft): 29.330 Control Elevation(ft): 29.330 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1180B From Node: NA1180 Group: A To Node: NA0120 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1180B Invert(ft): 15.420 Control Elevation(ft): 15.420 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1190D From Node: NA1190 Group: A To Node: NA1180 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1190D Invert(ft): 22.210 Control Elevation(ft): 22.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1565 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1220B From Node: NA1220 Group: A To Node: NA1210 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1220B Invert(ft): 20.910 Control Elevation(ft): 20.910 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1240B From Node: NA1240 Group: A To Node: NA0130 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1240B Invert(ft): 20.790 Control Elevation(ft): 20.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1240C From Node: NA1240 Group: A To Node: NA0150 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1240C Invert(ft): 21.000 Control Elevation(ft): 21.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1250B From Node: NA1250 Group: A To Node: NA1240 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1250B Invert(ft): 21.290 Control Elevation(ft): 21.290 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1260B From Node: NA1260 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1566 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA1250 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1260B Invert(ft): 20.280 Control Elevation(ft): 20.280 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1260D From Node: NA1260 Group: A To Node: NA1240 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1260D Invert(ft): 19.840 Control Elevation(ft): 19.840 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1270B From Node: NA1270 Group: A To Node: NG0110 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1270B Invert(ft): 25.500 Control Elevation(ft): 25.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1270C From Node: NA1270 Group: A To Node: NA0160 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1270C Invert(ft): 23.500 Control Elevation(ft): 23.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1280B From Node: NA1280 Group: A To Node: NA1270 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1567 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA1280B Invert(ft): 23.500 Control Elevation(ft): 23.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1280C From Node: NA1280 Group: A To Node: NA0160 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1280C Invert(ft): 18.700 Control Elevation(ft): 18.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1280E From Node: NA1280 Group: A To Node: NG0110 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1280E Invert(ft): 25.000 Control Elevation(ft): 25.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1280F From Node: NA1280 Group: A To Node: NG0120 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1280F Invert(ft): 20.100 Control Elevation(ft): 20.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1290A From Node: NA1290 Group: A To Node: NA0170 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1568 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Span(in): 99.00 Rise(in): 9999.00 Invert(ft): 21.300 Control Elevation(ft): 21.300 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1290B From Node: NA1290 Group: A To Node: NA0170 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1290B Invert(ft): 22.000 Control Elevation(ft): 22.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1290C From Node: NA1290 Group: A To Node: NA1280 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1290C Invert(ft): 22.000 Control Elevation(ft): 22.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1300A From Node: NA1300 Group: A To Node: NA0190 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 18.00 Rise(in): 60.00 Invert(ft): 16.800 Control Elevation(ft): 16.800 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1300B From Node: NA1300 Group: A To Node: NA0190 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1300B Invert(ft): 20.190 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1569 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 20.190 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1310B From Node: NA1310 Group: A To Node: NA1300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1310B Invert(ft): 22.900 Control Elevation(ft): 22.900 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1330C From Node: NA1330 Group: A To Node: NA1310 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1330C Invert(ft): 34.710 Control Elevation(ft): 34.710 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1340B From Node: NA1340 Group: A To Node: NA1310 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1340B Invert(ft): 35.510 Control Elevation(ft): 35.510 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1340D From Node: NA1340 Group: A To Node: NA1630 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1340D Invert(ft): 35.450 Control Elevation(ft): 35.450 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1570 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1340F From Node: NA4110 Group: A To Node: NA1340 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1340F Invert(ft): 39.000 Control Elevation(ft): 39.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1400B From Node: NA1400 Group: A To Node: NA1390 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1400B Invert(ft): 52.010 Control Elevation(ft): 52.010 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1410B From Node: NA1410 Group: A To Node: NA1370 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1410B Invert(ft): 54.250 Control Elevation(ft): 54.250 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1410C From Node: NA1410 Group: A To Node: NA1620 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1410C Invert(ft): 54.470 Control Elevation(ft): 54.470 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1571 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1410D From Node: NA1410 Group: A To Node: NA1400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1410D Invert(ft): 54.780 Control Elevation(ft): 54.780 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1410E From Node: NA1410 Group: A To Node: NA1380 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1410E Invert(ft): 54.470 Control Elevation(ft): 54.470 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1410F From Node: NA1410 Group: A To Node: NA1670 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1410F Invert(ft): 55.320 Control Elevation(ft): 55.320 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1410G From Node: NA1410 Group: A To Node: NA1580 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1410G Invert(ft): 55.430 Control Elevation(ft): 55.430 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1572 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1420B From Node: NA1420 Group: A To Node: NA1430 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1420B Invert(ft): 59.800 Control Elevation(ft): 59.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1420C From Node: NA1420 Group: A To Node: NA1400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1420C Invert(ft): 59.800 Control Elevation(ft): 59.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1430C From Node: NA1430 Group: A To Node: BNDRY7 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1430C Invert(ft): 52.390 Control Elevation(ft): 52.390 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1440B From Node: NA1440 Group: A To Node: NA1300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1440B Invert(ft): 25.000 Control Elevation(ft): 25.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1573 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1440C From Node: NA1440 Group: A To Node: NA1310 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1440C Invert(ft): 28.000 Control Elevation(ft): 28.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1440D From Node: NA1440 Group: A To Node: NA1680 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1440D Invert(ft): 24.020 Control Elevation(ft): 24.020 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1450B From Node: NA1450 Group: A To Node: NA1680 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1450B Invert(ft): 24.300 Control Elevation(ft): 24.300 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1460B From Node: NA1460 Group: A To Node: NA1680 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1460B Invert(ft): 28.430 Control Elevation(ft): 28.430 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1574 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1460C From Node: NA1460 Group: A To Node: NA1450 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1460C Invert(ft): 28.430 Control Elevation(ft): 28.430 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1480B From Node: NA1480 Group: A To Node: NA1460 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1480B Invert(ft): 33.780 Control Elevation(ft): 33.780 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1480C From Node: NA1480 Group: A To Node: NA1690 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1480C Invert(ft): 33.320 Control Elevation(ft): 33.320 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1500B From Node: NA1500 Group: A To Node: NA1490 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1500B Invert(ft): 43.300 Control Elevation(ft): 43.300 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1520B From Node: NA1520 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1575 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA1510 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1520B Invert(ft): 45.230 Control Elevation(ft): 45.230 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1520C From Node: NA1520 Group: A To Node: NH0940 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1520C Invert(ft): 45.480 Control Elevation(ft): 45.480 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1530B From Node: NA1530 Group: A To Node: NA1520 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1530B Invert(ft): 46.620 Control Elevation(ft): 46.620 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1530C From Node: NA1530 Group: A To Node: NH0940 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1530C Invert(ft): 44.250 Control Elevation(ft): 44.250 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1540B From Node: NA1540 Group: A To Node: NA1530 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1576 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA1540B Invert(ft): 46.020 Control Elevation(ft): 46.020 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1550B From Node: NA1550 Group: A To Node: NA1540 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1550B Invert(ft): 52.040 Control Elevation(ft): 52.040 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1560B From Node: NA1560 Group: A To Node: NA1530 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1560B Invert(ft): 52.500 Control Elevation(ft): 52.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1560C From Node: NA1560 Group: A To Node: NA1540 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1560C Invert(ft): 52.500 Control Elevation(ft): 52.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1560D From Node: NA1560 Group: A To Node: NA1550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1577 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA1560D Invert(ft): 52.540 Control Elevation(ft): 52.540 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1580B From Node: NA1580 Group: A To Node: NA1670 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1580B Invert(ft): 55.470 Control Elevation(ft): 55.470 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1580D From Node: NA1580 Group: A To Node: NA1550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1580D Invert(ft): 56.710 Control Elevation(ft): 56.710 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1590B From Node: NA1590 Group: A To Node: NA1560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1590B Invert(ft): 55.980 Control Elevation(ft): 55.980 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1590C From Node: NA1590 Group: A To Node: NA1570 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1590C Invert(ft): 55.220 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1578 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 55.220 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1590D From Node: NA1590 Group: A To Node: NA1520 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1590D Invert(ft): 55.220 Control Elevation(ft): 55.220 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1610B From Node: NA1610 Group: A To Node: NA1640 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1610B Invert(ft): 51.170 Control Elevation(ft): 51.170 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1620B From Node: NA1620 Group: A To Node: NA1610 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1620B Invert(ft): 52.400 Control Elevation(ft): 52.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1620C From Node: NA1620 Group: A To Node: NA1670 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1620C Invert(ft): 55.490 Control Elevation(ft): 55.490 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1579 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1630B From Node: NA1630 Group: A To Node: NA1680 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1630B Invert(ft): 32.850 Control Elevation(ft): 32.850 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1630C From Node: NA1630 Group: A To Node: NA1460 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1630C Invert(ft): 33.790 Control Elevation(ft): 33.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1630D From Node: NA1630 Group: A To Node: NA1440 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1630D Invert(ft): 32.550 Control Elevation(ft): 32.550 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1640B From Node: NA1640 Group: A To Node: NA1630 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1640B Invert(ft): 33.140 Control Elevation(ft): 33.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1580 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1650B From Node: NA1650 Group: A To Node: NA1490 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1650B Invert(ft): 45.200 Control Elevation(ft): 45.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1650C From Node: NA1650 Group: A To Node: NA1500 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1650C Invert(ft): 45.430 Control Elevation(ft): 45.430 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1660B From Node: NA1660 Group: A To Node: NA1650 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1660B Invert(ft): 52.500 Control Elevation(ft): 52.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1670B From Node: NA1670 Group: A To Node: NA1660 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1670B Invert(ft): 56.210 Control Elevation(ft): 56.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1581 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1680B From Node: NA1680 Group: A To Node: NA1300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1680B Invert(ft): 24.800 Control Elevation(ft): 24.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1680C From Node: NA1680 Group: A To Node: NA1710 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1680C Invert(ft): 25.280 Control Elevation(ft): 25.280 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1690B From Node: NA1690 Group: A To Node: NA1450 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1690B Invert(ft): 24.810 Control Elevation(ft): 24.810 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1700B From Node: NA1700 Group: A To Node: NA1680 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1700B Invert(ft): 29.350 Control Elevation(ft): 29.350 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1582 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1700C From Node: NA1700 Group: A To Node: NA1690 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1700C Invert(ft): 30.380 Control Elevation(ft): 30.380 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1700D From Node: NA1700 Group: A To Node: NA1710 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1700D Invert(ft): 29.450 Control Elevation(ft): 29.450 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1710B From Node: NA1710 Group: A To Node: NA1300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1710B Invert(ft): 25.090 Control Elevation(ft): 25.090 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1720B From Node: NA1720 Group: A To Node: NA1300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1720B Invert(ft): 21.290 Control Elevation(ft): 21.290 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1583 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1730B From Node: NA1730 Group: A To Node: NA1720 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1730B Invert(ft): 21.470 Control Elevation(ft): 21.470 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1740B From Node: NA1740 Group: A To Node: NA0190 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1740B Invert(ft): 22.190 Control Elevation(ft): 22.190 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1740C From Node: NA1740 Group: A To Node: NA0200 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1740C Invert(ft): 22.430 Control Elevation(ft): 22.430 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1740D From Node: NA1740 Group: A To Node: NA1720 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1740D Invert(ft): 22.500 Control Elevation(ft): 22.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1740E From Node: NA1740 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1584 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA1750 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1740E Invert(ft): 22.700 Control Elevation(ft): 22.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1750B From Node: NA1750 Group: A To Node: NH0020 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1750B Invert(ft): 22.470 Control Elevation(ft): 22.470 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1750C From Node: NA1750 Group: A To Node: NA1720 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1750C Invert(ft): 20.880 Control Elevation(ft): 20.880 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1750D From Node: NA1750 Group: A To Node: NA0230 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1750D Invert(ft): 22.250 Control Elevation(ft): 22.250 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1760D From Node: NA1760 Group: A To Node: NA0240 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1585 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA1760D Invert(ft): 22.740 Control Elevation(ft): 22.740 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1770B From Node: NA1770 Group: A To Node: NA0260 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1770B Invert(ft): 26.150 Control Elevation(ft): 26.150 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1770C From Node: NA1770 Group: A To Node: NA1810 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1770C Invert(ft): 26.380 Control Elevation(ft): 26.380 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1790B From Node: NA1790 Group: A To Node: NA1780 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1790B Invert(ft): 27.910 Control Elevation(ft): 27.910 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1800C From Node: NA1800 Group: A To Node: NA1790 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1586 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA1800C Invert(ft): 26.060 Control Elevation(ft): 26.060 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1800D From Node: NA1800 Group: A To Node: NA0290 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1800D Invert(ft): 26.910 Control Elevation(ft): 26.910 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1810B From Node: NA1810 Group: A To Node: NA0270 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1810B Invert(ft): 24.340 Control Elevation(ft): 24.340 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1820B From Node: NA1820 Group: A To Node: NA1810 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1820B Invert(ft): 23.570 Control Elevation(ft): 23.570 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1820C From Node: NA1820 Group: A To Node: NA0270 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1820C Invert(ft): 25.420 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1587 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 25.420 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1850B From Node: NA1850 Group: A To Node: NH0400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1850B Invert(ft): 72.080 Control Elevation(ft): 72.080 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1860B From Node: NA1860 Group: A To Node: NA1850 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1860B Invert(ft): 72.170 Control Elevation(ft): 72.170 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1870B From Node: NA1870 Group: A To Node: NA1860 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1870B Invert(ft): 72.580 Control Elevation(ft): 72.580 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1880B From Node: NA1880 Group: A To Node: NA1870 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1880B Invert(ft): 73.800 Control Elevation(ft): 73.800 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1588 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1880C From Node: NA1880 Group: A To Node: NA2170 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1880C Invert(ft): 74.080 Control Elevation(ft): 74.080 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1890B From Node: NA1890 Group: A To Node: NA1880 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1890B Invert(ft): 73.630 Control Elevation(ft): 73.630 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1890D From Node: NA1890 Group: A To Node: BNDRY22 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1890D Invert(ft): 73.600 Control Elevation(ft): 73.600 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1900B From Node: NA1900 Group: A To Node: NA1890 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1900B Invert(ft): 72.890 Control Elevation(ft): 72.890 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1589 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1900C From Node: NA1900 Group: A To Node: NA1880 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1900C Invert(ft): 73.650 Control Elevation(ft): 73.650 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1910A From Node: NA1910 Group: A To Node: NA1830 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1910A Invert(ft): 51.100 Control Elevation(ft): 51.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1920B From Node: NA1920 Group: A To Node: NA0290 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1920B Invert(ft): 40.180 Control Elevation(ft): 40.180 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1920C From Node: NA1920 Group: A To Node: NA1950 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1920C Invert(ft): 40.550 Control Elevation(ft): 40.550 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1590 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1930B From Node: NA1930 Group: A To Node: NA1920 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1930B Invert(ft): 54.170 Control Elevation(ft): 54.170 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1940B From Node: NA1940 Group: A To Node: NA0290 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1940B Invert(ft): 26.890 Control Elevation(ft): 26.890 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1940C From Node: NA1940 Group: A To Node: NA0300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1940C Invert(ft): 30.270 Control Elevation(ft): 30.270 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1950B From Node: NA1950 Group: A To Node: NA1940 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1950B Invert(ft): 34.660 Control Elevation(ft): 34.660 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1591 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA1960B From Node: NA1960 Group: A To Node: NA1950 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1960B Invert(ft): 35.140 Control Elevation(ft): 35.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1980B From Node: NA1980 Group: A To Node: NA1960 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1980B Invert(ft): 39.470 Control Elevation(ft): 39.470 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA1980C From Node: NA1980 Group: A To Node: NA1970 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA1980C Invert(ft): 40.700 Control Elevation(ft): 40.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2020B From Node: NA2020 Group: A To Node: NA2370 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2020B Invert(ft): 49.450 Control Elevation(ft): 49.450 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1592 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2020C From Node: NA2020 Group: A To Node: NA2220 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2020C Invert(ft): 49.470 Control Elevation(ft): 49.470 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2030B From Node: NA2030 Group: A To Node: NA2020 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2030B Invert(ft): 51.490 Control Elevation(ft): 51.490 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2040C From Node: NA2040 Group: A To Node: NA2460 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2040C Invert(ft): 57.550 Control Elevation(ft): 57.550 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2080B From Node: NA2080 Group: A To Node: NA2070 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2080B Invert(ft): 66.500 Control Elevation(ft): 66.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2120C From Node: NA2120 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1593 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA2660 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2120C Invert(ft): 68.210 Control Elevation(ft): 68.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2130C From Node: NA2130 Group: A To Node: BNDRY2 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2130C Invert(ft): 70.170 Control Elevation(ft): 70.170 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2140C From Node: NA2140 Group: A To Node: NA2130 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2140C Invert(ft): 69.090 Control Elevation(ft): 69.090 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2170B From Node: NA2170 Group: A To Node: NA2160 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2170B Invert(ft): 69.860 Control Elevation(ft): 69.860 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2180B From Node: NA2180 Group: A To Node: NA2170 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1594 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA2180B Invert(ft): 69.900 Control Elevation(ft): 69.900 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2180C From Node: NA2180 Group: A To Node: NA2160 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2180C Invert(ft): 69.900 Control Elevation(ft): 69.900 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2190A From Node: NA2190 Group: A To Node: NA2180 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 120.00 Rise(in): 9999.00 Invert(ft): 68.200 Control Elevation(ft): 68.200 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2190B From Node: NA2190 Group: A To Node: NA2180 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2190B Invert(ft): 68.230 Control Elevation(ft): 68.230 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2190C From Node: NA2190 Group: A To Node: NA2160 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1595 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA2190C Invert(ft): 69.330 Control Elevation(ft): 69.330 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2200B From Node: NA2200 Group: A To Node: NA2630 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2200B Invert(ft): 69.960 Control Elevation(ft): 69.960 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2200C From Node: NA2200 Group: A To Node: NA2560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2200C Invert(ft): 70.000 Control Elevation(ft): 70.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2200D From Node: NA2200 Group: A To Node: NA2190 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2200D Invert(ft): 69.950 Control Elevation(ft): 69.950 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2210B From Node: NA2210 Group: A To Node: NA2550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2210B Invert(ft): 69.780 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1596 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 69.780 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2210C From Node: NA2210 Group: A To Node: NA2560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2210C Invert(ft): 69.990 Control Elevation(ft): 69.990 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2210D From Node: NA2210 Group: A To Node: NA2200 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2210D Invert(ft): 70.350 Control Elevation(ft): 70.350 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2220B From Node: NA2220 Group: A To Node: NA1970 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2220B Invert(ft): 44.100 Control Elevation(ft): 44.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2220C From Node: NA2220 Group: A To Node: NA2790 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2220C Invert(ft): 44.550 Control Elevation(ft): 44.550 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1597 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2230B From Node: NA2230 Group: A To Node: NA2030 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2230B Invert(ft): 52.140 Control Elevation(ft): 52.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2230C From Node: NA2230 Group: A To Node: NA1970 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2230C Invert(ft): 50.750 Control Elevation(ft): 50.750 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2230D From Node: NA2230 Group: A To Node: NA2220 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2230D Invert(ft): 50.900 Control Elevation(ft): 50.900 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2250B From Node: NA2250 Group: A To Node: NA2240 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2250B Invert(ft): 58.820 Control Elevation(ft): 58.820 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1598 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2280B From Node: NA2280 Group: A To Node: NA2270 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2280B Invert(ft): 66.990 Control Elevation(ft): 66.990 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2280C From Node: NA2280 Group: A To Node: NA2260 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2280C Invert(ft): 66.970 Control Elevation(ft): 66.970 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2300C From Node: NA2300 Group: A To Node: NA2280 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2300C Invert(ft): 69.870 Control Elevation(ft): 69.870 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2310B From Node: NA2310 Group: A To Node: NA2300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2310B Invert(ft): 71.310 Control Elevation(ft): 71.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1599 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2310C From Node: NA2310 Group: A To Node: NA2290 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2310C Invert(ft): 71.310 Control Elevation(ft): 71.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2320A From Node: NA2320 Group: A To Node: NA2040 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2320A Invert(ft): 67.250 Control Elevation(ft): 67.250 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2330B From Node: NA2330 Group: A To Node: NA2790 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2330B Invert(ft): 49.910 Control Elevation(ft): 49.910 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2340B From Node: NA2340 Group: A To Node: NA2330 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2340B Invert(ft): 50.630 Control Elevation(ft): 50.630 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1600 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2340C From Node: NA2340 Group: A To Node: NA2360 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2340C Invert(ft): 50.810 Control Elevation(ft): 50.810 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2350B From Node: NA2350 Group: A To Node: NA2360 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2350B Invert(ft): 51.700 Control Elevation(ft): 51.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2350C From Node: NA2350 Group: A To Node: NA0400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2350C Invert(ft): 51.700 Control Elevation(ft): 51.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2350D From Node: NA2350 Group: A To Node: NA2340 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2350D Invert(ft): 51.700 Control Elevation(ft): 51.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1601 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2350E From Node: NA2350 Group: A To Node: NA0420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2350E Invert(ft): 51.700 Control Elevation(ft): 51.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2360B From Node: NA2360 Group: A To Node: NA2330 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2360B Invert(ft): 45.850 Control Elevation(ft): 45.850 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2360C From Node: NA2360 Group: A To Node: NA0400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2360C Invert(ft): 46.210 Control Elevation(ft): 46.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2370B From Node: NA2370 Group: A To Node: NA2330 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2370B Invert(ft): 49.550 Control Elevation(ft): 49.550 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2370C From Node: NA2370 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1602 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA2220 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2370C Invert(ft): 49.760 Control Elevation(ft): 49.760 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2370D From Node: NA2370 Group: A To Node: NA2790 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2370D Invert(ft): 49.930 Control Elevation(ft): 49.930 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2390B From Node: NA2390 Group: A To Node: NA2420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2390B Invert(ft): 56.440 Control Elevation(ft): 56.440 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2390C From Node: NA2390 Group: A To Node: NA2380 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2390C Invert(ft): 56.770 Control Elevation(ft): 56.770 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2420B From Node: NA2420 Group: A To Node: NA2380 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1603 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA2420B Invert(ft): 55.100 Control Elevation(ft): 55.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2430B From Node: NA2430 Group: A To Node: NA2420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2430B Invert(ft): 60.070 Control Elevation(ft): 60.070 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2430C From Node: NA2430 Group: A To Node: NA3300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2430C Invert(ft): 60.220 Control Elevation(ft): 60.220 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2440B From Node: NA2440 Group: A To Node: NA2390 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2440B Invert(ft): 57.800 Control Elevation(ft): 57.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2440C From Node: NA2440 Group: A To Node: NA2410 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1604 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA2440C Invert(ft): 58.370 Control Elevation(ft): 58.370 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2440D From Node: NA2440 Group: A To Node: NA2400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2440D Invert(ft): 58.040 Control Elevation(ft): 58.040 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2440E From Node: NA2440 Group: A To Node: NA2040 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2440E Invert(ft): 58.920 Control Elevation(ft): 58.920 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2450B From Node: NA2450 Group: A To Node: NA2400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2450B Invert(ft): 62.120 Control Elevation(ft): 62.120 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2450C From Node: NA2450 Group: A To Node: NA2410 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2450C Invert(ft): 62.130 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1605 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 62.130 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2450D From Node: NA2450 Group: A To Node: NA2420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2450D Invert(ft): 62.220 Control Elevation(ft): 62.220 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2460B From Node: NA2460 Group: A To Node: NA2380 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2460B Invert(ft): 52.430 Control Elevation(ft): 52.430 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2470B From Node: NA2470 Group: A To Node: NA2370 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2470B Invert(ft): 54.310 Control Elevation(ft): 54.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2480B From Node: NA2480 Group: A To Node: NA2370 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2480B Invert(ft): 52.450 Control Elevation(ft): 52.450 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1606 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2490B From Node: NA2490 Group: A To Node: NA2030 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2490B Invert(ft): 62.140 Control Elevation(ft): 62.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2490C From Node: NA2490 Group: A To Node: NA2040 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2490C Invert(ft): 62.140 Control Elevation(ft): 62.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2490D From Node: NA2490 Group: A To Node: NA2230 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2490D Invert(ft): 62.140 Control Elevation(ft): 62.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2500B From Node: NA2500 Group: A To Node: NA2040 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2500B Invert(ft): 59.720 Control Elevation(ft): 59.720 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1607 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2510B From Node: NA2510 Group: A To Node: NA2500 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2510B Invert(ft): 65.270 Control Elevation(ft): 65.270 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2530B From Node: NA2530 Group: A To Node: NA2520 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2530B Invert(ft): 68.790 Control Elevation(ft): 68.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2540B From Node: NA2540 Group: A To Node: NA2530 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2540B Invert(ft): 68.500 Control Elevation(ft): 68.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2540D From Node: NA2540 Group: A To Node: NA2520 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2540D Invert(ft): 68.600 Control Elevation(ft): 68.600 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1608 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2540F From Node: NA2540 Group: A To Node: NA2650 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2540F Invert(ft): 69.100 Control Elevation(ft): 69.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2550B From Node: NA2550 Group: A To Node: NA2540 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2550B Invert(ft): 69.350 Control Elevation(ft): 69.350 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2560B From Node: NA2560 Group: A To Node: NA2550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2560B Invert(ft): 69.210 Control Elevation(ft): 69.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2560C From Node: NA2560 Group: A To Node: NA2540 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2560C Invert(ft): 69.130 Control Elevation(ft): 69.130 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1609 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2570B From Node: NA2570 Group: A To Node: NA2560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2570B Invert(ft): 69.380 Control Elevation(ft): 69.380 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2570C From Node: NA2570 Group: A To Node: NA2540 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2570C Invert(ft): 69.280 Control Elevation(ft): 69.280 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2570D From Node: NA2570 Group: A To Node: NA2100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2570D Invert(ft): 69.570 Control Elevation(ft): 69.570 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2580B From Node: NA2580 Group: A To Node: NA2570 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2580B Invert(ft): 69.700 Control Elevation(ft): 69.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1610 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2580C From Node: NA2580 Group: A To Node: NA2100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2580C Invert(ft): 69.370 Control Elevation(ft): 69.370 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2590B From Node: NA2590 Group: A To Node: NA2500 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2590B Invert(ft): 58.940 Control Elevation(ft): 58.940 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2590C From Node: NA2590 Group: A To Node: NA2040 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2590C Invert(ft): 58.340 Control Elevation(ft): 58.340 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2600B From Node: NA2600 Group: A To Node: NA2040 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2600B Invert(ft): 59.360 Control Elevation(ft): 59.360 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2600C From Node: NA2600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1611 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA2590 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2600C Invert(ft): 59.360 Control Elevation(ft): 59.360 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2610B From Node: NA2610 Group: A To Node: NA2510 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2610B Invert(ft): 66.000 Control Elevation(ft): 66.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2620C From Node: NA2620 Group: A To Node: NA2550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2620C Invert(ft): 68.960 Control Elevation(ft): 68.960 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2620D From Node: NA2620 Group: A To Node: NA2770 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2620D Invert(ft): 69.080 Control Elevation(ft): 69.080 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2620E From Node: NA2620 Group: A To Node: NA2270 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1612 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA2620E Invert(ft): 69.500 Control Elevation(ft): 69.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2630B From Node: NA2630 Group: A To Node: NA2560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2630B Invert(ft): 68.880 Control Elevation(ft): 68.880 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2630C From Node: NA2630 Group: A To Node: NA2570 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2630C Invert(ft): 69.500 Control Elevation(ft): 69.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2640B From Node: NA2640 Group: A To Node: NA2060 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2640B Invert(ft): 64.140 Control Elevation(ft): 64.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2640C From Node: NA2640 Group: A To Node: NA2450 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1613 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA2640C Invert(ft): 64.140 Control Elevation(ft): 64.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2640D From Node: NA2640 Group: A To Node: NA2410 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2640D Invert(ft): 64.140 Control Elevation(ft): 64.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2650B From Node: NA2650 Group: A To Node: NA2080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2650B Invert(ft): 68.200 Control Elevation(ft): 68.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2650C From Node: NA2650 Group: A To Node: NA2090 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2650C Invert(ft): 68.800 Control Elevation(ft): 68.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2660B From Node: NA2660 Group: A To Node: NA2110 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2660B Invert(ft): 68.240 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1614 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 68.240 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2660C From Node: NA2660 Group: A To Node: NA2100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2660C Invert(ft): 68.710 Control Elevation(ft): 68.710 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2670B From Node: NA2670 Group: A To Node: NA2660 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2670B Invert(ft): 69.230 Control Elevation(ft): 69.230 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2670C From Node: NA2670 Group: A To Node: NA2580 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2670C Invert(ft): 68.910 Control Elevation(ft): 68.910 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2670D From Node: NA2670 Group: A To Node: NA2100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2670D Invert(ft): 69.420 Control Elevation(ft): 69.420 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1615 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2680B From Node: NA2680 Group: A To Node: NA2690 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2680B Invert(ft): 68.840 Control Elevation(ft): 68.840 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2680C From Node: NA2680 Group: A To Node: NA2120 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2680C Invert(ft): 68.770 Control Elevation(ft): 68.770 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2680D From Node: NA2680 Group: A To Node: BNDRY2 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2680D Invert(ft): 69.610 Control Elevation(ft): 69.610 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2690D From Node: NA2690 Group: A To Node: NA2130 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2690D Invert(ft): 69.230 Control Elevation(ft): 69.230 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1616 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2690E From Node: NA2690 Group: A To Node: BNDRY2 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2690E Invert(ft): 69.420 Control Elevation(ft): 69.420 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2690F From Node: NA2690 Group: A To Node: NA2120 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2690F Invert(ft): 68.840 Control Elevation(ft): 68.840 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2710B From Node: NA2710 Group: A To Node: NA2180 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2710B Invert(ft): 70.360 Control Elevation(ft): 70.360 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2710C From Node: NA2710 Group: A To Node: NA2170 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2710C Invert(ft): 70.330 Control Elevation(ft): 70.330 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1617 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2720B From Node: NA2720 Group: A To Node: NA2710 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2720B Invert(ft): 71.540 Control Elevation(ft): 71.540 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2720C From Node: NA2720 Group: A To Node: NA2170 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2720C Invert(ft): 72.000 Control Elevation(ft): 72.000 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2730B From Node: NA2730 Group: A To Node: NA2720 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2730B Invert(ft): 71.930 Control Elevation(ft): 71.930 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2730C From Node: NA2730 Group: A To Node: NA2710 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2730C Invert(ft): 72.060 Control Elevation(ft): 72.060 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1618 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2730D From Node: NA2730 Group: A To Node: NA2300 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2730D Invert(ft): 71.800 Control Elevation(ft): 71.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2730E From Node: NA2730 Group: A To Node: NA2310 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2730E Invert(ft): 71.690 Control Elevation(ft): 71.690 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2740A From Node: NA2740 Group: A To Node: NA2180 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 120.00 Rise(in): 9999.00 Invert(ft): 69.010 Control Elevation(ft): 69.010 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2740B From Node: NA2740 Group: A To Node: NA2180 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2740B Invert(ft): 69.840 Control Elevation(ft): 69.840 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1619 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2740C From Node: NA2740 Group: A To Node: NA2710 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2740C Invert(ft): 70.780 Control Elevation(ft): 70.780 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2750B From Node: NA2750 Group: A To Node: NA2250 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2750B Invert(ft): 60.240 Control Elevation(ft): 60.240 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2750C From Node: NA2750 Group: A To Node: NA2240 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2750C Invert(ft): 60.240 Control Elevation(ft): 60.240 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2760B From Node: NA2760 Group: A To Node: NA2260 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2760B Invert(ft): 65.140 Control Elevation(ft): 65.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2760C From Node: NA2760 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1620 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA2750 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2760C Invert(ft): 64.420 Control Elevation(ft): 64.420 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2770B From Node: NA2770 Group: A To Node: NA2280 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2770B Invert(ft): 69.160 Control Elevation(ft): 69.160 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2770C From Node: NA2770 Group: A To Node: NA2270 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2770C Invert(ft): 69.280 Control Elevation(ft): 69.280 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2780B From Node: NA2780 Group: A To Node: NA2770 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2780B Invert(ft): 71.500 Control Elevation(ft): 71.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2780C From Node: NA2780 Group: A To Node: NA2620 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1621 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA2780C Invert(ft): 71.500 Control Elevation(ft): 71.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2790B From Node: NA2790 Group: A To Node: NA0340 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2790B Invert(ft): 37.400 Control Elevation(ft): 37.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2790C From Node: NA2790 Group: A To Node: NA0330 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2790C Invert(ft): 37.400 Control Elevation(ft): 37.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2800B From Node: NA2800 Group: A To Node: NA0340 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2800B Invert(ft): 33.110 Control Elevation(ft): 33.110 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2810B From Node: NA2810 Group: A To Node: NA0360 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1622 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA2810B Invert(ft): 37.520 Control Elevation(ft): 37.520 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2810C From Node: NA2810 Group: A To Node: NA0350 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2810C Invert(ft): 37.560 Control Elevation(ft): 37.560 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2820B From Node: NA2820 Group: A To Node: NA2830 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2820B Invert(ft): 40.890 Control Elevation(ft): 40.890 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2820C From Node: NA2820 Group: A To Node: NA2790 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2820C Invert(ft): 40.890 Control Elevation(ft): 40.890 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2830A From Node: NA2830 Group: A To Node: NA0360 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 12.00 Rise(in): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1623 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Invert(ft): 38.240 Control Elevation(ft): 38.240 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2830B From Node: NA2830 Group: A To Node: NA0360 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in): 24.00 Rise(in): 9999.00 Invert(ft): 38.640 Control Elevation(ft): 38.640 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2830C From Node: NA2830 Group: A To Node: NA0360 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2830C Invert(ft): 38.850 Control Elevation(ft): 38.850 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2840B From Node: NA2840 Group: A To Node: NA0400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2840B Invert(ft): 43.420 Control Elevation(ft): 43.420 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2840C From Node: NA2840 Group: A To Node: ND0010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2840C Invert(ft): 43.870 Control Elevation(ft): 43.870 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1624 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2850B From Node: NA2850 Group: A To Node: NA0410 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2850B Invert(ft): 44.190 Control Elevation(ft): 44.190 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2850C From Node: NA2850 Group: A To Node: NA0400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2850C Invert(ft): 44.140 Control Elevation(ft): 44.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2860B From Node: NA2860 Group: A To Node: NA2870 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2860B Invert(ft): 50.210 Control Elevation(ft): 50.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2870B From Node: NA2870 Group: A To Node: NA0420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2870B Invert(ft): 44.780 Control Elevation(ft): 44.780 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1625 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2880B From Node: NA2880 Group: A To Node: NA2890 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2880B Invert(ft): 49.250 Control Elevation(ft): 49.250 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2880C From Node: NA2880 Group: A To Node: NA0420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2880C Invert(ft): 49.870 Control Elevation(ft): 49.870 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2890B From Node: NA2890 Group: A To Node: NA0420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2890B Invert(ft): 46.490 Control Elevation(ft): 46.490 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2910B From Node: NA2910 Group: A To Node: NA0440 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2910B Invert(ft): 48.460 Control Elevation(ft): 48.460 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1626 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2910D From Node: NA2910 Group: A To Node: NA0430 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2910D Invert(ft): 48.830 Control Elevation(ft): 48.830 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2920B From Node: NA2920 Group: A To Node: NA2910 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2920B Invert(ft): 48.990 Control Elevation(ft): 48.990 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2930A From Node: NA2930 Group: A To Node: NA0450 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2930A Invert(ft): 47.910 Control Elevation(ft): 47.910 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2930B From Node: NA2930 Group: A To Node: NA2860 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2930B Invert(ft): 49.150 Control Elevation(ft): 49.150 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1627 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2930C From Node: NA2930 Group: A To Node: NA0440 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2930C Invert(ft): 47.860 Control Elevation(ft): 47.860 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2940B From Node: NA2940 Group: A To Node: NA0460 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2940B Invert(ft): 49.400 Control Elevation(ft): 49.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2950B From Node: NA2950 Group: A To Node: NA2940 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2950B Invert(ft): 51.590 Control Elevation(ft): 51.590 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2960B From Node: NA2960 Group: A To Node: NA2950 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2960B Invert(ft): 51.200 Control Elevation(ft): 51.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1628 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA2960C From Node: NA2960 Group: A To Node: NA2950 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2960C Invert(ft): 51.800 Control Elevation(ft): 51.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2970B From Node: NA2970 Group: A To Node: NA2960 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2970B Invert(ft): 51.530 Control Elevation(ft): 51.530 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2970C From Node: NA2970 Group: A To Node: NA3550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2970C Invert(ft): 52.160 Control Elevation(ft): 52.160 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2980B From Node: NA2980 Group: A To Node: NA2970 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2980B Invert(ft): 53.090 Control Elevation(ft): 53.090 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2980C From Node: NA2980 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1629 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA3570 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2980C Invert(ft): 53.570 Control Elevation(ft): 53.570 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2990B From Node: NA2990 Group: A To Node: NA2980 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2990B Invert(ft): 54.130 Control Elevation(ft): 54.130 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA2990C From Node: NA2990 Group: A To Node: NA3120 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA2990C Invert(ft): 53.730 Control Elevation(ft): 53.730 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3000B From Node: NA3000 Group: A To Node: NA2990 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3000B Invert(ft): 56.990 Control Elevation(ft): 56.990 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3020C From Node: NA3020 Group: A To Node: NA3000 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1630 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA3020C Invert(ft): 59.620 Control Elevation(ft): 59.620 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3030B From Node: NA3030 Group: A To Node: ND0610 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3030B Invert(ft): 62.740 Control Elevation(ft): 62.740 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3030C From Node: NA3030 Group: A To Node: NA3020 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3030C Invert(ft): 59.080 Control Elevation(ft): 59.080 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3040B From Node: NA3040 Group: A To Node: NA3030 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3040B Invert(ft): 60.580 Control Elevation(ft): 60.580 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3040C From Node: NA3040 Group: A To Node: NA3020 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1631 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA3040C Invert(ft): 60.810 Control Elevation(ft): 60.810 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3060B From Node: NA3060 Group: A To Node: NA3050 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3060B Invert(ft): 64.820 Control Elevation(ft): 64.820 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3060C From Node: NA3060 Group: A To Node: NA3040 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3060C Invert(ft): 64.910 Control Elevation(ft): 64.910 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3070B From Node: NA3070 Group: A To Node: NA0460 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3070B Invert(ft): 57.330 Control Elevation(ft): 57.330 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3070C From Node: NA3070 Group: A To Node: NA2430 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3070C Invert(ft): 59.740 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1632 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 59.740 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3070D From Node: NA3070 Group: A To Node: NA2860 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3070D Invert(ft): 57.630 Control Elevation(ft): 57.630 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3080B From Node: NA3080 Group: A To Node: NA2950 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3080B Invert(ft): 51.290 Control Elevation(ft): 51.290 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3080C From Node: NA3080 Group: A To Node: NA2920 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3080C Invert(ft): 51.310 Control Elevation(ft): 51.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3090B From Node: NA3090 Group: A To Node: NA2950 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3090B Invert(ft): 51.120 Control Elevation(ft): 51.120 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1633 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3090C From Node: NA3090 Group: A To Node: NA3080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3090C Invert(ft): 51.630 Control Elevation(ft): 51.630 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3090D From Node: NA3090 Group: A To Node: NA2920 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3090D Invert(ft): 52.400 Control Elevation(ft): 52.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3100B From Node: NA3100 Group: A To Node: NA2920 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3100B Invert(ft): 52.770 Control Elevation(ft): 52.770 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3100C From Node: NA3100 Group: A To Node: NA2970 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3100C Invert(ft): 52.860 Control Elevation(ft): 52.860 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1634 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3100D From Node: NA3100 Group: A To Node: NA2960 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3100D Invert(ft): 52.820 Control Elevation(ft): 52.820 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3100E From Node: NA3100 Group: A To Node: NA3090 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3100E Invert(ft): 52.820 Control Elevation(ft): 52.820 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3110B From Node: NA3110 Group: A To Node: NA2900 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3110B Invert(ft): 52.970 Control Elevation(ft): 52.970 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3110C From Node: NA3110 Group: A To Node: NA3100 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3110C Invert(ft): 53.190 Control Elevation(ft): 53.190 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1635 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3110D From Node: NA3110 Group: A To Node: NA2920 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3110D Invert(ft): 53.060 Control Elevation(ft): 53.060 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3110E From Node: NA3110 Group: A To Node: NA2910 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3110E Invert(ft): 53.160 Control Elevation(ft): 53.160 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3120B From Node: NA3120 Group: A To Node: NA2980 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3120B Invert(ft): 52.170 Control Elevation(ft): 52.170 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3120E From Node: NA3120 Group: A To Node: NA2970 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3120E Invert(ft): 52.640 Control Elevation(ft): 52.640 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1636 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3130B From Node: NA3130 Group: A To Node: NA2990 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3130B Invert(ft): 55.490 Control Elevation(ft): 55.490 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3130C From Node: NA3130 Group: A To Node: NA3120 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3130C Invert(ft): 55.220 Control Elevation(ft): 55.220 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3140B From Node: NA3140 Group: A To Node: NA3130 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3140B Invert(ft): 57.140 Control Elevation(ft): 57.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3150B From Node: NA3150 Group: A To Node: NA0470 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3150B Invert(ft): 51.220 Control Elevation(ft): 51.220 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1637 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3160B From Node: NA3160 Group: A To Node: NA0480 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3160B Invert(ft): 56.150 Control Elevation(ft): 56.150 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3170B From Node: NA3170 Group: A To Node: NA3160 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3170B Invert(ft): 60.380 Control Elevation(ft): 60.380 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3180C From Node: NA3180 Group: A To Node: NA3170 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3180C Invert(ft): 65.800 Control Elevation(ft): 65.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3190C From Node: NA3190 Group: A To Node: NA3180 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3190C Invert(ft): 66.930 Control Elevation(ft): 66.930 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3200B From Node: NA3200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1638 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA3190 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3200B Invert(ft): 67.260 Control Elevation(ft): 67.260 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3210B From Node: NA3210 Group: A To Node: NA3200 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3210B Invert(ft): 68.280 Control Elevation(ft): 68.280 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3210C From Node: NA3210 Group: A To Node: NA3190 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3210C Invert(ft): 68.090 Control Elevation(ft): 68.090 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3220B From Node: NA3220 Group: A To Node: NA3210 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3220B Invert(ft): 69.060 Control Elevation(ft): 69.060 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3240B From Node: NA3240 Group: A To Node: NA3230 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1639 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA3240B Invert(ft): 67.200 Control Elevation(ft): 67.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3270B From Node: NA3270 Group: A To Node: NA3340 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3270B Invert(ft): 68.300 Control Elevation(ft): 68.300 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3270C From Node: NA3270 Group: A To Node: NA3260 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3270C Invert(ft): 68.640 Control Elevation(ft): 68.640 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3270D From Node: NA3270 Group: A To Node: NA3420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3270D Invert(ft): 68.800 Control Elevation(ft): 68.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3270E From Node: NA3270 Group: A To Node: NA3330 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1640 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA3270E Invert(ft): 68.750 Control Elevation(ft): 68.750 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3280B From Node: NA3280 Group: A To Node: NA3340 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3280B Invert(ft): 68.790 Control Elevation(ft): 68.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3280C From Node: NA3280 Group: A To Node: NA3270 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3280C Invert(ft): 69.050 Control Elevation(ft): 69.050 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3290C From Node: NA3290 Group: A To Node: NA2120 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3290C Invert(ft): 69.670 Control Elevation(ft): 69.670 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3290D From Node: NA3290 Group: A To Node: BNDRY2 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3290D Invert(ft): 69.570 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1641 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 69.570 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3290E From Node: NA3290 Group: A To Node: NA2110 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3290E Invert(ft): 69.790 Control Elevation(ft): 69.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3290F From Node: NA3290 Group: A To Node: NA2680 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3290F Invert(ft): 69.570 Control Elevation(ft): 69.570 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3290G From Node: NA3290 Group: A To Node: NA3280 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3290G Invert(ft): 69.950 Control Elevation(ft): 69.950 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3300B From Node: NA3300 Group: A To Node: NA3170 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3300B Invert(ft): 59.830 Control Elevation(ft): 59.830 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1642 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3300C From Node: NA3300 Group: A To Node: NA3160 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3300C Invert(ft): 60.050 Control Elevation(ft): 60.050 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3300D From Node: NA3300 Group: A To Node: NA3070 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3300D Invert(ft): 60.450 Control Elevation(ft): 60.450 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3310B From Node: NA3310 Group: A To Node: NA3210 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3310B Invert(ft): 68.120 Control Elevation(ft): 68.120 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3320B From Node: NA3320 Group: A To Node: NA3310 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3320B Invert(ft): 68.430 Control Elevation(ft): 68.430 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1643 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3320C From Node: NA3320 Group: A To Node: NA2070 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3320C Invert(ft): 68.210 Control Elevation(ft): 68.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3320D From Node: NA3320 Group: A To Node: NA2080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3320D Invert(ft): 68.240 Control Elevation(ft): 68.240 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3330B From Node: NA3330 Group: A To Node: NA2080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3330B Invert(ft): 67.870 Control Elevation(ft): 67.870 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3330C From Node: NA3330 Group: A To Node: NA3320 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3330C Invert(ft): 68.050 Control Elevation(ft): 68.050 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1644 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3330D From Node: NA3330 Group: A To Node: NA3420 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3330D Invert(ft): 68.410 Control Elevation(ft): 68.410 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3340B From Node: NA3340 Group: A To Node: NA3330 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3340B Invert(ft): 68.720 Control Elevation(ft): 68.720 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3350B From Node: NA3350 Group: A To Node: NA3510 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3350B Invert(ft): 59.580 Control Elevation(ft): 59.580 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3370C From Node: NA3370 Group: A To Node: NA0560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3370C Invert(ft): 61.860 Control Elevation(ft): 61.860 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1645 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3380B From Node: NA3380 Group: A To Node: NA3230 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3380B Invert(ft): 66.320 Control Elevation(ft): 66.320 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3390B From Node: NA3390 Group: A To Node: NA3380 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3390B Invert(ft): 67.420 Control Elevation(ft): 67.420 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3390C From Node: NA3390 Group: A To Node: BNDRY14 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3390C Invert(ft): 67.210 Control Elevation(ft): 67.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3400B From Node: NA3400 Group: A To Node: NA3380 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3400B Invert(ft): 65.940 Control Elevation(ft): 65.940 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1646 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3400C From Node: NA3400 Group: A To Node: NA3230 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3400C Invert(ft): 65.830 Control Elevation(ft): 65.830 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3400D From Node: NA3400 Group: A To Node: NA3170 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3400D Invert(ft): 66.280 Control Elevation(ft): 66.280 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3400E From Node: NA3400 Group: A To Node: BNDRY23 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3400E Invert(ft): 66.400 Control Elevation(ft): 66.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3410B From Node: NA3410 Group: A To Node: NA3230 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3410B Invert(ft): 66.800 Control Elevation(ft): 66.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3410C From Node: NA3410 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1647 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA3400 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3410C Invert(ft): 66.200 Control Elevation(ft): 66.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3410D From Node: NA3410 Group: A To Node: NA3220 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3410D Invert(ft): 66.800 Control Elevation(ft): 66.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3420B From Node: NA3420 Group: A To Node: NA3260 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3420B Invert(ft): 68.100 Control Elevation(ft): 68.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3420C From Node: NA3420 Group: A To Node: NA3250 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3420C Invert(ft): 68.480 Control Elevation(ft): 68.480 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3430B From Node: NA3430 Group: A To Node: NA3380 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1648 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA3430B Invert(ft): 68.040 Control Elevation(ft): 68.040 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3430C From Node: NA3430 Group: A To Node: NA3250 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3430C Invert(ft): 68.530 Control Elevation(ft): 68.530 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3440B From Node: NA3440 Group: A To Node: NA3320 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3440B Invert(ft): 69.430 Control Elevation(ft): 69.430 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3440C From Node: NA3440 Group: A To Node: NA3310 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3440C Invert(ft): 69.740 Control Elevation(ft): 69.740 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3450B From Node: NA3450 Group: A To Node: NA3330 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1649 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA3450B Invert(ft): 68.770 Control Elevation(ft): 68.770 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3450C From Node: NA3450 Group: A To Node: NA3340 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3450C Invert(ft): 68.820 Control Elevation(ft): 68.820 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3450D From Node: NA3450 Group: A To Node: NA2080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3450D Invert(ft): 68.630 Control Elevation(ft): 68.630 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3460B From Node: NA3460 Group: A To Node: NA0480 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3460B Invert(ft): 48.810 Control Elevation(ft): 48.810 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3470B From Node: NA3470 Group: A To Node: NA0490 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3470B Invert(ft): 51.090 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1650 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 51.090 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3480B From Node: NA3480 Group: A To Node: NA0480 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3480B Invert(ft): 53.600 Control Elevation(ft): 53.600 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3480C From Node: NA3480 Group: A To Node: NA0490 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3480C Invert(ft): 53.600 Control Elevation(ft): 53.600 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3490B From Node: NA3490 Group: A To Node: NA0500 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3490B Invert(ft): 54.300 Control Elevation(ft): 54.300 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3490C From Node: NA3490 Group: A To Node: NA3530 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3490C Invert(ft): 52.610 Control Elevation(ft): 52.610 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1651 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3500B From Node: NA3500 Group: A To Node: NA3510 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3500B Invert(ft): 51.620 Control Elevation(ft): 51.620 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3510B From Node: NA3510 Group: A To Node: NA3520 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3510B Invert(ft): 50.700 Control Elevation(ft): 50.700 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3530B From Node: NA3530 Group: A To Node: NA0500 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3530B Invert(ft): 51.630 Control Elevation(ft): 51.630 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3540B From Node: NA3540 Group: A To Node: NA0520 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3540B Invert(ft): 49.820 Control Elevation(ft): 49.820 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1652 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3550B From Node: NA3550 Group: A To Node: NA2950 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3550B Invert(ft): 51.450 Control Elevation(ft): 51.450 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3550C From Node: NA3550 Group: A To Node: NA2960 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3550C Invert(ft): 51.710 Control Elevation(ft): 51.710 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3550D From Node: NA3550 Group: A To Node: NA0540 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3550D Invert(ft): 52.100 Control Elevation(ft): 52.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3550F From Node: NA3550 Group: A To Node: NA0550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3550F Invert(ft): 52.100 Control Elevation(ft): 52.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1653 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3550G From Node: NA3550 Group: A To Node: NA2940 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3550G Invert(ft): 51.680 Control Elevation(ft): 51.680 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3560E From Node: NA3560 Group: A To Node: NA3550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3560E Invert(ft): 51.940 Control Elevation(ft): 51.940 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3560F From Node: NA3560 Group: A To Node: NA0550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3560F Invert(ft): 52.370 Control Elevation(ft): 52.370 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3560G From Node: NA3560 Group: A To Node: NA2970 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3560G Invert(ft): 52.290 Control Elevation(ft): 52.290 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1654 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3570C From Node: NA3570 Group: A To Node: NA3560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3570C Invert(ft): 52.620 Control Elevation(ft): 52.620 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3580C From Node: NA3580 Group: A To Node: NA3570 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3580C Invert(ft): 54.830 Control Elevation(ft): 54.830 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3590C From Node: NA3590 Group: A To Node: NA3580 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3590C Invert(ft): 55.940 Control Elevation(ft): 55.940 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3590F From Node: NA3590 Group: A To Node: NA3730 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3590F Invert(ft): 55.820 Control Elevation(ft): 55.820 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1655 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3600B From Node: NA3600 Group: A To Node: NA3590 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3600B Invert(ft): 57.320 Control Elevation(ft): 57.320 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3600C From Node: NA3600 Group: A To Node: NA3000 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3600C Invert(ft): 57.760 Control Elevation(ft): 57.760 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3600D From Node: NA3600 Group: A To Node: NA2990 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3600D Invert(ft): 57.510 Control Elevation(ft): 57.510 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3600E From Node: NA3600 Group: A To Node: NA3570 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3600E Invert(ft): 57.880 Control Elevation(ft): 57.880 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3610B From Node: NA3610 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1656 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA3600 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3610B Invert(ft): 57.900 Control Elevation(ft): 57.900 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3630D From Node: NA3630 Group: A To Node: NA3020 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3630D Invert(ft): 59.620 Control Elevation(ft): 59.620 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3670C From Node: NA3670 Group: A To Node: NA3660 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3670C Invert(ft): 65.810 Control Elevation(ft): 65.810 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3680B From Node: NA3680 Group: A To Node: NA3750 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3680B Invert(ft): 59.100 Control Elevation(ft): 59.100 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3690B From Node: NA3690 Group: A To Node: NA3610 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1657 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA3690B Invert(ft): 59.910 Control Elevation(ft): 59.910 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3700B From Node: NA3700 Group: A To Node: NA3820 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3700B Invert(ft): 62.630 Control Elevation(ft): 62.630 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3700C From Node: NA3700 Group: A To Node: NA3640 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3700C Invert(ft): 62.690 Control Elevation(ft): 62.690 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3700D From Node: NA3700 Group: A To Node: NA3630 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3700D Invert(ft): 61.970 Control Elevation(ft): 61.970 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3710B From Node: NA3710 Group: A To Node: NA3640 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1658 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA3710B Invert(ft): 62.790 Control Elevation(ft): 62.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3710D From Node: NA3710 Group: A To Node: NA3700 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3710D Invert(ft): 62.790 Control Elevation(ft): 62.790 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3720B From Node: NA3720 Group: A To Node: NA0550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3720B Invert(ft): 52.050 Control Elevation(ft): 52.050 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3730B From Node: NA3730 Group: A To Node: NA3720 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3730B Invert(ft): 53.050 Control Elevation(ft): 53.050 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3730C From Node: NA3730 Group: A To Node: NA0550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3730C Invert(ft): 53.280 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1659 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 53.280 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3740B From Node: NA3740 Group: A To Node: NA0550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3740B Invert(ft): 55.180 Control Elevation(ft): 55.180 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3750A From Node: NA3750 Group: A To Node: NA3590 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3750A Invert(ft): 56.970 Control Elevation(ft): 56.970 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3750B From Node: NA3750 Group: A To Node: NA3730 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3750B Invert(ft): 57.020 Control Elevation(ft): 57.020 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3760C From Node: NA3760 Group: A To Node: NA0550 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3760C Invert(ft): 58.430 Control Elevation(ft): 58.430 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1660 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3780B From Node: NA3780 Group: A To Node: NA3770 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3780B Invert(ft): 59.240 Control Elevation(ft): 59.240 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3780C From Node: NA3780 Group: A To Node: NA3760 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3780C Invert(ft): 59.450 Control Elevation(ft): 59.450 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3790C From Node: NA3790 Group: A To Node: NA3610 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3790C Invert(ft): 59.470 Control Elevation(ft): 59.470 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3800C From Node: NA3800 Group: A To Node: NA3760 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3800C Invert(ft): 61.380 Control Elevation(ft): 61.380 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1661 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3810B From Node: NA3810 Group: A To Node: NA3820 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3810B Invert(ft): 60.500 Control Elevation(ft): 60.500 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3810C From Node: NA3810 Group: A To Node: NA3790 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3810C Invert(ft): 60.050 Control Elevation(ft): 60.050 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3820B From Node: NA3820 Group: A To Node: NA3790 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3820B Invert(ft): 60.330 Control Elevation(ft): 60.330 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3830B From Node: NA3830 Group: A To Node: NA0560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3830B Invert(ft): 48.850 Control Elevation(ft): 48.850 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1662 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3850B From Node: NA3850 Group: A To Node: NA3840 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3850B Invert(ft): 57.830 Control Elevation(ft): 57.830 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3880B From Node: NA3880 Group: A To Node: NA3860 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3880B Invert(ft): 61.350 Control Elevation(ft): 61.350 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3880C From Node: NA3880 Group: A To Node: NA3850 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3880C Invert(ft): 58.400 Control Elevation(ft): 58.400 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3920B From Node: NA3920 Group: A To Node: NA3840 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3920B Invert(ft): 58.470 Control Elevation(ft): 58.470 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1663 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3930B From Node: NA3930 Group: A To Node: NA3920 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3930B Invert(ft): 58.410 Control Elevation(ft): 58.410 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3930C From Node: NA3930 Group: A To Node: NA0580 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3930C Invert(ft): 56.890 Control Elevation(ft): 56.890 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3930D From Node: NA3930 Group: A To Node: NA0590 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3930D Invert(ft): 57.170 Control Elevation(ft): 57.170 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3940N From Node: NA3940 Group: A To Node: NA0560 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3940N Invert(ft): 51.310 Control Elevation(ft): 51.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1664 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: RA3950B From Node: NA3950 Group: A To Node: NA0580 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3950B Invert(ft): 50.740 Control Elevation(ft): 50.740 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3950C From Node: NA3950 Group: A To Node: NA0570 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3950C Invert(ft): 50.760 Control Elevation(ft): 50.760 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3960B From Node: NA3960 Group: A To Node: NA0590 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3960B Invert(ft): 53.600 Control Elevation(ft): 53.600 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3980C From Node: NA3980 Group: A To Node: NA3960 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3980C Invert(ft): 55.590 Control Elevation(ft): 55.590 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3980D From Node: NA3980 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1665 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Group: A To Node: NA0610 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3980D Invert(ft): 55.740 Control Elevation(ft): 55.740 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA3990B From Node: NA3990 Group: A To Node: NA0620 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA3990B Invert(ft): 57.510 Control Elevation(ft): 57.510 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4000B From Node: NA4000 Group: A To Node: NA0620 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4000B Invert(ft): 58.380 Control Elevation(ft): 58.380 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4000C From Node: NA4000 Group: A To Node: NA3990 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4000C Invert(ft): 58.480 Control Elevation(ft): 58.480 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4000D From Node: NA4000 Group: A To Node: BNDRY17 Flow: Both Count: 1 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1666 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Type: Vertical: Mavis Geometry: Irregular XSec: XA4000D Invert(ft): 58.360 Control Elevation(ft): 58.360 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4010B From Node: NA4010 Group: A To Node: NA4000 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4010B Invert(ft): 58.360 Control Elevation(ft): 58.360 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4010C From Node: NA4010 Group: A To Node: BNDRY17 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4010C Invert(ft): 58.060 Control Elevation(ft): 58.060 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4020D From Node: NA4020 Group: A To Node: NA4010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4020D Invert(ft): 59.580 Control Elevation(ft): 59.580 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4020E From Node: NA4020 Group: A To Node: NA3990 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1667 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A XSec: XA4020E Invert(ft): 59.160 Control Elevation(ft): 59.160 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4030C From Node: NA4030 Group: A To Node: NA4020 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4030C Invert(ft): 58.860 Control Elevation(ft): 58.860 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4030E From Node: NA4030 Group: A To Node: NA4010 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4030E Invert(ft): 59.220 Control Elevation(ft): 59.220 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4040B From Node: NA4040 Group: A To Node: NA3980 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4040B Invert(ft): 56.210 Control Elevation(ft): 56.210 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4040C From Node: NA4040 Group: A To Node: NA4080 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4040C Invert(ft): 56.200 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1668 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Control Elevation(ft): 56.200 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4050B From Node: NA4050 Group: A To Node: NA3980 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4050B Invert(ft): 55.800 Control Elevation(ft): 55.800 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4050C From Node: NA4050 Group: A To Node: NA4040 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4050C Invert(ft): 56.140 Control Elevation(ft): 56.140 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4060C From Node: NA4060 Group: A To Node: NA3980 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4060C Invert(ft): 56.120 Control Elevation(ft): 56.120 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4070B From Node: NA4070 Group: A To Node: NA4060 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4070B Invert(ft): 58.960 Control Elevation(ft): 58.960 Struct Opening Dim(ft): 9999.00 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1669 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4070C From Node: NA4070 Group: A To Node: NA4050 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4070C Invert(ft): 59.320 Control Elevation(ft): 59.320 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4070D From Node: NA4070 Group: A To Node: NA4040 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4070D Invert(ft): 59.300 Control Elevation(ft): 59.300 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4080B From Node: NA4080 Group: A To Node: NA3960 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4080B Invert(ft): 55.670 Control Elevation(ft): 55.670 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4090C From Node: NA4090 Group: A To Node: NA3950 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4090C Invert(ft): 54.810 Control Elevation(ft): 54.810 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1670 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4100B From Node: NA4100 Group: A To Node: NA4090 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4100B Invert(ft): 56.040 Control Elevation(ft): 56.040 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: RA4100C From Node: NA4100 Group: A To Node: NA0610 Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Irregular XSec: XA4100C Invert(ft): 56.300 Control Elevation(ft): 56.300 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 2.700 Orifice Discharge Coef: 0.600 ========================================================================================== ==== Bridges ============================================================================= ========================================================================================== Name: RA0040A From Node: NA0040 Flow: Both Group: A To Node: NA0030 Run WSPRO: Yes XSEC TYPE NAME INV(ft) STAT(ft) SKEW(deg) EXPAN CONTRAC Exit XS_A0040A_EX 0.000 0.00 0.000 0.300 0.300 Full Valley XS_A0040A_EX 0.000 10.00 0.000 0.500 0.100 Approach XS_A0050A_DS 0.000 210.00 0.000 0.100 0.100 Roadway 0.000 0.00 0.000 Road Surface Material: Gravel Road Embankment Top Width(ft): 165.00 Road Unsubmerged Weir Q Coef: 0.000 RATING CURVE CONTROL TW(ft) QMin(cfs) QMax(cfs) QInc(cfs) --------------- --------------- --------------- --------------- 0.250 0.000 250.000 10.000 1.000 0.000 250.000 10.000 2.000 0.000 250.000 10.000 3.000 0.000 500.000 10.000 4.000 0.000 500.000 10.000 5.000 0.000 1000.000 10.000 6.000 0.000 1000.000 10.000 7.000 0.000 3000.000 20.000 8.000 0.000 3000.000 20.000 9.000 0.000 5000.000 50.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1671 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 10.000 0.000 5000.000 50.000 11.000 0.000 6000.000 50.000 12.000 0.000 6000.000 50.000 13.000 0.000 6000.000 50.000 14.000 0.000 6000.000 50.000 *** Opening 1 of 1 for Bridge RA0040A *** Opening Type: Vertical Embankments and Abutments, Optional Wingwalls XSec: XS_A0040A SPUR DIKE Invert(ft): 0.000 Type: Elliptical Station(ft): 30.000 XSec: Skew(deg): 20.000 Invert(ft): 0.000 Expan: 0.500 Station(ft): 0.000 Contrac: 0.000 Skew(deg): 0.000 Total Width(ft): 165.000 Expan: 0.000 Orifice Disc Coef: 0.000 Contrac: 0.000 Low Chord Elev(ft): 22.140 Wingwall Angle(deg): 0.000 Wingwall Width(ft): 0.000 Rounding Radius(ft): 0.000 PILE DATA Elev(ft) Width(ft) --------------- --------------- 0.000 18.000 20.000 18.000 20.000 24.000 22.140 24.000 22.140 0.000 ---------------------------------------------------------------------------------------------------------------- Name: RA0310A From Node: NA0310 Flow: Both Group: A To Node: NA0300 Run WSPRO: Yes XSEC TYPE NAME INV(ft) STAT(ft) SKEW(deg) EXPAN CONTRAC Exit XS_A0300A_US 18.800 0.00 0.000 0.300 0.300 Full Valley XS_A0300A_US 22.400 10.00 0.000 0.500 0.100 Approach XS_A0320A_DS 20.700 42.00 0.000 0.100 0.100 Roadway 0.000 0.00 0.000 Road Surface Material: Gravel Road Embankment Top Width(ft): 13.00 Road Unsubmerged Weir Q Coef: 0.000 RATING CURVE CONTROL TW(ft) QMin(cfs) QMax(cfs) QInc(cfs) --------------- --------------- --------------- --------------- 22.500 0.000 250.000 10.000 22.750 0.000 250.000 10.000 23.000 0.000 500.000 20.000 24.000 0.000 500.000 20.000 25.000 0.000 1000.000 25.000 25.000 500.000 1000.000 25.000 26.000 0.000 500.000 25.000 26.000 500.000 1000.000 25.000 26.000 1000.000 1500.000 25.000 26.000 1500.000 2000.000 25.000 27.000 0.000 500.000 25.000 27.000 500.000 1000.000 25.000 27.000 1000.000 1500.000 25.000 27.000 1500.000 2000.000 25.000 27.000 2000.000 2500.000 25.000 28.000 0.000 500.000 25.000 28.000 500.000 1000.000 25.000 28.000 1000.000 1500.000 25.000 28.000 1500.000 2000.000 25.000 28.000 2000.000 2500.000 25.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1672 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 28.000 2500.000 3000.000 25.000 29.000 0.000 500.000 25.000 29.000 500.000 1000.000 25.000 29.000 1000.000 1500.000 25.000 29.000 1500.000 2000.000 25.000 29.000 2000.000 2500.000 25.000 29.000 2500.000 3000.000 25.000 29.000 3000.000 3500.000 25.000 30.000 0.000 500.000 50.000 30.000 500.000 1000.000 50.000 30.000 1000.000 1500.000 50.000 30.000 1500.000 2000.000 50.000 30.000 2000.000 2500.000 50.000 30.000 2500.000 3000.000 50.000 30.000 3000.000 3500.000 50.000 30.000 3500.000 4000.000 50.000 30.000 4000.000 4500.000 50.000 30.000 4500.000 5000.000 50.000 31.000 0.000 500.000 50.000 31.000 500.000 1000.000 50.000 31.000 1000.000 1500.000 50.000 31.000 1500.000 2000.000 50.000 31.000 2000.000 2500.000 50.000 31.000 2500.000 3000.000 50.000 31.000 3000.000 3500.000 50.000 31.000 3500.000 4000.000 50.000 31.000 4000.000 4500.000 50.000 31.000 4500.000 5000.000 50.000 31.000 5000.000 5500.000 50.000 31.000 5500.000 6000.000 50.000 32.000 0.000 500.000 50.000 32.000 500.000 1000.000 50.000 32.000 1000.000 1500.000 50.000 32.000 1500.000 2000.000 50.000 32.000 2000.000 2500.000 50.000 32.000 2500.000 3000.000 50.000 32.000 3000.000 3500.000 50.000 32.000 3500.000 4000.000 50.000 32.000 4000.000 4500.000 50.000 32.000 4500.000 5000.000 50.000 32.000 5000.000 5500.000 50.000 32.000 5500.000 6000.000 50.000 32.000 6000.000 6500.000 50.000 33.000 0.000 500.000 50.000 33.000 500.000 1000.000 50.000 33.000 1000.000 1500.000 50.000 33.000 1500.000 2000.000 50.000 33.000 2000.000 2500.000 50.000 33.000 2500.000 3000.000 50.000 33.000 3000.000 3500.000 50.000 33.000 3500.000 4000.000 50.000 33.000 4000.000 4500.000 50.000 33.000 4500.000 5000.000 50.000 33.000 5000.000 6000.000 50.000 33.000 6000.000 7000.000 50.000 34.000 0.000 500.000 15.000 34.000 500.000 1000.000 15.000 34.000 1000.000 1500.000 15.000 34.000 1500.000 2000.000 15.000 34.000 2000.000 2500.000 15.000 34.000 2500.000 3000.000 15.000 34.000 3000.000 3500.000 15.000 34.000 3500.000 4000.000 15.000 34.000 4000.000 4500.000 15.000 34.000 4500.000 5000.000 15.000 34.000 5000.000 6000.000 15.000 34.000 6000.000 7000.000 15.000 *** Opening 1 of 1 for Bridge RA0310A *** Opening Type: Vertical Embankments and Abutments, Optional Wingwalls XSec: XS_A0310A SPUR DIKE Invert(ft): 22.400 Type: Elliptical $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1673 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Station(ft): 15.000 XSec: Skew(deg): 0.000 Invert(ft): 0.000 Expan: 0.500 Station(ft): 0.000 Contrac: 0.000 Skew(deg): 0.000 Total Width(ft): 13.000 Expan: 0.000 Orifice Disc Coef: 0.000 Contrac: 0.000 Low Chord Elev(ft): 34.700 Wingwall Angle(deg): 0.000 Wingwall Width(ft): 0.000 Rounding Radius(ft): 0.000 PILE DATA Elev(ft) Width(ft) --------------- --------------- 22.400 9.330 34.700 9.330 34.700 0.000 ---------------------------------------------------------------------------------------------------------------- Name: RA0330A From Node: NA0330 Flow: Both Group: A To Node: NA0320 Run WSPRO: Yes XSEC TYPE NAME INV(ft) STAT(ft) SKEW(deg) EXPAN CONTRAC Exit XS_A0320A_US 22.200 0.00 0.000 0.300 0.300 Full Valley XS_A0320A_US 22.450 15.00 0.000 0.500 0.100 Approach XS_A0340A 22.800 51.00 0.000 0.100 0.100 Roadway 0.000 0.00 0.000 Road Surface Material: Gravel Road Embankment Top Width(ft): 10.00 Road Unsubmerged Weir Q Coef: 0.000 RATING CURVE CONTROL TW(ft) QMin(cfs) QMax(cfs) QInc(cfs) --------------- --------------- --------------- --------------- 23.000 0.000 100.000 5.000 23.100 0.000 100.000 5.000 23.250 0.000 500.000 10.000 23.500 0.000 500.000 10.000 23.750 0.000 500.000 10.000 24.000 0.000 500.000 10.000 25.000 0.000 1500.000 50.000 26.000 0.000 2000.000 50.000 27.000 0.000 2000.000 50.000 27.500 0.000 3000.000 100.000 28.000 0.000 3000.000 100.000 28.500 0.000 3000.000 100.000 29.000 0.000 5000.000 200.000 29.500 0.000 5000.000 200.000 30.000 0.000 250.000 10.000 30.000 250.000 1550.000 50.000 30.000 1550.000 5050.000 200.000 30.500 0.000 250.000 10.000 30.500 250.000 1550.000 100.000 30.500 1550.000 5050.000 200.000 31.000 0.000 250.000 10.000 31.000 250.000 1550.000 100.000 31.000 1550.000 5050.000 200.000 31.500 0.000 250.000 10.000 31.500 250.000 1550.000 100.000 31.500 1550.000 5050.000 200.000 32.000 0.000 250.000 10.000 32.000 250.000 1550.000 100.000 32.000 1550.000 5050.000 200.000 32.500 0.000 250.000 10.000 32.500 250.000 1550.000 100.000 32.500 1550.000 5050.000 200.000 33.000 0.000 250.000 10.000 33.000 250.000 1550.000 100.000 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1674 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A 33.000 1550.000 5050.000 200.000 33.500 0.000 250.000 10.000 33.500 250.000 1550.000 100.000 33.500 1550.000 5050.000 200.000 34.000 0.000 250.000 10.000 34.000 250.000 1550.000 100.000 34.000 1550.000 5050.000 200.000 34.250 0.000 250.000 10.000 34.250 250.000 1550.000 100.000 34.250 1550.000 5050.000 200.000 *** Opening 1 of 1 for Bridge RA0330A *** Opening Type: Vertical Embankments and Abutments, Optional Wingwalls XSec: XS_A0330A SPUR DIKE Invert(ft): 22.500 Type: Elliptical Station(ft): 27.000 XSec: Skew(deg): 0.000 Invert(ft): 0.000 Expan: 0.500 Station(ft): 0.000 Contrac: 0.000 Skew(deg): 0.000 Total Width(ft): 10.000 Expan: 0.000 Orifice Disc Coef: 0.000 Contrac: 0.000 Low Chord Elev(ft): 30.100 Wingwall Angle(deg): 0.000 Wingwall Width(ft): 0.000 Rounding Radius(ft): 0.000 PIER DATA Elev(ft) Width(ft) --------------- --------------- ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: 120HR100YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\120HR100YR.R32 Override Defaults: Yes Storm Duration(hrs): 120.00 Rainfall File: SWFWMD-120hr Rainfall Amount(in): 19.20 Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.00 120.000 5.00 250.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 120HR10YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\120HR10YR.R32 Override Defaults: Yes Storm Duration(hrs): 120.00 Rainfall File: SWFWMD-120hr Rainfall Amount(in): 11.80 Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.00 120.000 5.00 250.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 120HR500YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\120HR500YR.R32 Override Defaults: Yes Storm Duration(hrs): 120.00 Rainfall File: SWFWMD-120hr $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1675 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Rainfall Amount(in): 23.60 Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.00 120.000 5.00 250.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 120HR50YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\120HR50YR.R32 Override Defaults: Yes Storm Duration(hrs): 120.00 Rainfall File: SWFWMD-120hr Rainfall Amount(in): 16.80 Time(hrs) Print Inc(min) --------------- --------------- 30.000 15.00 120.000 5.00 250.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 24H5YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24H5YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 6.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 75.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 24HR100YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR100YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 12.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 75.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 24HR10YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR10YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 7.50 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 75.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 24HR2.33YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR2.33YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 4.75 $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1676 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 75.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 24HR25YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR25YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 75.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 24HR500YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR500YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 15.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 75.000 15.00 ---------------------------------------------------------------------------------------------------- Name: 24HR50YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR50YR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 10.25 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 75.000 15.00 ========================================================================================== ==== Routing Simulations ================================================================= ========================================================================================== Name: 120HR100YR Hydrology Sim: 120HR100YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\120HR100YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 250.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 30.000 60.000 150.000 10.000 250.000 60.000 Group Run --------------- ----- A Yes $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1677 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: 120HR10YR Hydrology Sim: 120HR10YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\120HR10YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 250.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 120.000 5.000 160.000 15.000 250.000 30.000 Group Run --------------- ----- A Yes B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: 120HR500YR Hydrology Sim: 120HR500YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\120HR500YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 250.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 120.000 5.000 160.000 15.000 250.000 60.000 Group Run --------------- ----- A Yes $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1678 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: 120HR50YR Hydrology Sim: 120HR50YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\120HR50YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 250.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 120.000 5.000 160.000 15.000 250.000 30.000 Group Run --------------- ----- A Yes B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: 24HR100YR Hydrology Sim: 24HR100YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR100YR.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 36.000 5.000 100.000 15.000 Group Run --------------- ----- A Yes B Yes BASE Yes $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1679 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: 24HR10YR Hydrology Sim: 24HR10YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR10YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 72.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.000 100.000 15.000 Group Run --------------- ----- A Yes B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: 24HR2.33YR Hydrology Sim: 24HR2.33YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR2.33YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 72.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.000 100.000 15.000 Group Run --------------- ----- A Yes B Yes BASE Yes C Yes D Yes E Yes F Yes $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1680 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: 24HR25YR Hydrology Sim: 24HR25YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR25YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 72.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.000 100.000 15.000 Group Run --------------- ----- A Yes B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: 24HR500YR Hydrology Sim: 24HR500YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR500YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 36.000 5.000 100.000 15.000 Group Run --------------- ----- A Yes B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1681 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A ---------------------------------------------------------------------------------------------------- Name: 24HR50YR Hydrology Sim: 24HR50YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR50YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.000 100.000 15.000 Group Run --------------- ----- A Yes B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: 24HR5YR Hydrology Sim: 24H5YR Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\24HR5YR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 72.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 24.000 5.000 100.000 15.000 Group Run --------------- ----- A Yes B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes ---------------------------------------------------------------------------------------------------- Name: IC Hydrology Sim: $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1682 of 1683 ALLIGATOR CREEK INPUT REPORT GROUP A Filename: K:\SAR_URG\148128033 - COS Central Warehouse\ENGINEERING\ICPR\Post-Dev\PCM\Note 1\IC.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 5.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 999.000 5.000 Group Run --------------- ----- A Yes B Yes BASE Yes C Yes D Yes E Yes F Yes G Yes H Yes J Yes PERC Yes $$DATE$$ $$FILE$$ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1683 of 1683