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ïå çÌÕÊÛØÓ×ÎÈå×ÐÐïë ïåéÍÇÊÙ×ûÊ×Ûå×ÐÐïë ïåéÍÇÊÙ×ûÊ×Ûå×ÐÐïë ïåéÍÇÊÙ×ûÊ×Ûå×ÐÐû ïåéÍÇÊÙ×ûÊ×Ûå×ÐÐïë ïå éÍÇÊÙ×ûÊ×Û øÍÅÎÕÊÛØÓ×ÎÈå×ÐÐïë ïå øÍÅÎÕÊÛØÓ×ÎÈå×ÐÐïë óåóÎÈ×ÊÏ×ØÓÛÈ×å×ÐÐïë øåø××Ìå×ÐÐû îÍÈ×É ï Attachment number 5 Page 22 of 123 5.3.2 System Monitoring Following start-up of the DPVE, an initial monitoring program will be undertaken to ensure continued successful operation of the system with respect to its objectives and compliance with relevant environmental regulations. The locations of the liquid sampling points (LSPs) are shown in a revised process and instrumentation diagram (Figure 10) and described below. • LSP I - Influent to the system • LSP2 - Effluent of the system These samples will be collected daily for the first three days, weekly for the next three weeks, monthly for the next two months, then on a quarterly basis thereafter. Should monitoring results reveal that the system is not performing to produce acceptable quality effluent, system adjustments will be made immediately, followed by a collection of a set of confirmatory samples. The influent and effluent samples collected will be analyzed by EPA Method 8260 for benzene, toluene, ethylbenzene, xylenes, and MTBE; and by EPA Method 504.1 for EDB. Influent and effluent samples collected during the first three days will be analyzed on an expedited (24-hour turnaround) basis. In addition to the groundwater monitoring, influent and effluent vapor samples from the vapor-phase carbon treatment system (ASP-I through ASP-4, respectively) will be collected on a weekly basis for the first month of operation. Vapor samples will be analyzed in the field with an organic vapor analyzer. Vapor samples will also be collected at sample locations ASP-I and ASP-4 and analyzed for volatile hydrocarbons. If the volatile hydrocarbon concentrations in the influent to the vapor- phase carbon treatment system are verified to be within FDEP acceptable discharge concentrations, the vapor-phase carbon treatment will be discontinued after the first month of operation. Vapor samples from ASP-4 will be collected on a monthly basis for the first year and on a quarterly basis for the remainder of the operating period. Vapor effluent samples from the air stripper (ASP-5) will also be collected on a weekly basis for the first month of operation, on monthly basis for the first year and on a quarterly basis for the remainder of system operation. Should volatile aromatics concentrations in the vapor stream from the stripper exceed FDEP acceptable discharge concentrations, a vapor-phase carbon treatment 16 R:AWASTE\2008\Projects\City of Clearwater - Airpark\Reports\Airpark RAP DPVE Adiln#oe1 6 Attachment number 5 Page 23 of 123 system will be connected to the stripper, and additional monitoring will occur. All vapor samples described above will be analyzed using EPA Method 18 for volatile hydrocarbons. In addition to the above mentioned start-up and monitoring activities, the system will be subject to daily maintenance inspections during the first week of operation, and weekly maintenance inspections thereafter to ensure the system is operating as intended. During these inspections, liquid recovery rates and volumes and product volumes will be recorded. These inspections will also confirm correct disposal of recovered and treated groundwater. 5.3.3 Soil Monitoring When concentrations of petroleum constituents in groundwater samples collected from monitor wells located in the source area have been reduce to levels that are below NADSCs, soil samples will be collected from the vadose zone in the vicinity of soil borings HA-8 and HA-14. Soil samples will be screened in the field with an organic vapor analyzer (OVA). At each boring location, a soil sample exhibiting the highest OVA reading will be retained for laboratory analysis. If soil samples do not exhibit detectable OVA readings, samples from a depth interval of 2 to 3 feet below land surface will be retained for laboratory analysis. The soil samples will be analyzed by EPA Method 8260 for volatile aromatic hydrocarbons and by EPA Method 8100 for polynuclear aromatic hydrocarbons. Soil samples will be collected in accordance with the FDEP SOP for Field Activities (DEP-SOP-002/01). 5.4 REPORTING REQUIREMENTS AND PERMITS As part of this remedial program, all federal, state, and local permits required will be obtained at the appropriate time. As requested by the PCHD, remediation status reports will initially be submitted on a quarterly basis during the first year of active remediation. As agreed to by the PCHD, the frequency of remediation status report preparation may be reduced following submittal of the second quarterly remediation status report. Further, URS will request submittal of remediation status reports on an annual basis upon completion of one year of active remediation. The remediation status reports will, at a minimum, include water level elevation data in the monitoring wells, the analytical results of vapor and groundwater monitoring, and general system information. 17 R:AWASTE\2008\Projects\City of Clearwater - Airpark\Reports\Airpark RAP DPVE Adiln#oe1 6 Attachment number 5 Page 24 of 123 FIGURES Item # 16 Attachment number 5 d w W f w W D W W W H O ? ? wl w ?W 0 w O W X '' - i II { l1 ' tl A, i y??d ?r?U/_ r.a ? I ? li ?I _" I ? .il?e? ?I?. •a _ Z Y w J - 1 - 1 ? - ter, ? _ ` - - r rt LZY uh IT,z ? l 1 L I . 91[[ rt'.?rn1= _ 11 Z 1 L a=n-??tro 1 r( S'-? a r ?I 1'i?e r NI r J S-11 1 '?+ f I jI? ? 1 r ?i I 1 ? ? _ h, ? JJ I _.I* %4 1^) ILI } - rte.-`i{' L ?.•- - _ J' - f I , ¦ I u. 3L I.o''GO SITE LOCATION 4 r , ... .._v ?.__._. _- _. -?rrr--•-•??.w5.-r.? ?.. _ _. 5r{ a?,', _ _ ,?l.:a„?.?-y"-+"..e ?'i,° ?.."?'a r? ,rte ,„.. -- - ? 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O < m n < S C) S O m m D_ Z m cn ° m cli cn 12" 00 C!1 m n C Zo m ° D m m Z7 S m D Ti m n Z CJ N M D D Z7 r Z m n r C D N Z S S O m n n A O D ° < m O ?o -Ti z m \ n C r r (n D n O z D N Z D n n > n z ° Z Z7 OJ O m n K: < Z K r m r z Z m O m zm v ??.. z < .. S C7 n O F Om z n F- D z n m? M r n OC > ;10 C) n D m O >,r_ cn < m n m 0 C/) CJ ?o ° F- Z ZU ° z cn ? m z?m 0 N n F- m D z O C Attachment number 5 Page 36 of 123 TABLES Item # 16 z O N oo z og" w ??? 0 0 0 ? 0 N 0 N 0 N ? z ? a ?w ?wU ?Wo EA U z xw w? ? F"'? ° --? 0 M 0 ? 0 N 0 N 0 Z W • ? ? O .y ? ? N N GO O M ? V'1 O ? i ' N "O a V ? ? •--? N O N Q" U n ' N F? ? ^? H '? N + Q, c d O ? a w ? rl W ? Z Q ? Z WUUP" z '° °?' E-??Wx?? °_` co 0 0 o wU zw?x? [? / ? a 3 N O ? N o N Q Q ? O ? O?pWU ? ^' Z Z Q ? ? Q ?I ?i O ^ " U p \ Q dl O F ,-yam N 4-a ? 3 O ? N M O ?i ? O ? O ? Q •? ? ?y cz a H H O ? ? O W U N Q ` r, ? -I A O ? a ?a w H x w z r z O N ?xo wog" ??? ? z 0 0 0 ? 0 N 0 N 0 N ? a ?w two z w a Haw A? ,.a Q o 0 0 0 0 zwH ? M ? 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R R O O O W W C N ~ d sue. c°, vi W ?z 3 ? 3 3 3 ? ? ?" o N Attachment number 5 Page 44 of 123 APPENDIX A GROUNDWATER SAMPLING LOG FORMS Item # 16 Attachment number 5 DEP-SOP-001/01 Page 45 of 123 Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: Clearwater Executive Air ark LOCATION: Clearwater, Florida WELL NO: MW-5 SAMPLE-ID: MW-5 DATE: 10/02/08 PURGING DATA WELL DIAMETER (inches): 2 TUBING DIAMETER (inches): 0.25 WELL SCREEN INTERVAL DEPTH: 4.48 feet to 13.98 feet STATIC DEPTH TO WATER (feet): 4.56 PURGE PUMP TYPE OR BAILER: Peristaltic Pump WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) _ ( 14.48 feet - 4.56 feet ) X 0.16 gallons/foot = 1.6 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + ( gallons/foot X feet ) + gallons = gallons INITIAL PUMP OR TUBING DEPTH IN WELL (feet): 5.5 FINAL PUMP OR TUBING DEPTH IN WELL (feet): 5.5 PURGING INITIATED AT: 1411 PURGING ENDED AT: 1431 TOTAL VOLUME PURGED (gallons): 2.5 TIME VOLUME PURGED (gallons) CUMUL. VOLUME PURGED (gallons) PURGE RATE (gpm) DEPTH TO WATER feet pH (standard units) TEMP. o ( C) COND. (µS/cm) DISSOLVED OXYGEN (mg/L) TURBIDITY (NTUs) COLOR (describe) ODOR (describe) 1425 1.7 1.7 0.12 4.63 5.92 33.2 221 0.13 2.22 clear petro 1428 0.4 2.1 0.13 4.63 5.90 33.2 220 0.12 1.77 clear petro 1431 0.4 2.5 0.13 4.63 5.89 33.2 219 0.11 1.19 clear petro WELL CAPACITY (Gallons Per Foot): 0.75" = 0.02; 1" = 0.04; 1.25" = 0.06; 2" = 0.16; 3" = 0.37; 4" = 0.65; 5" = 1.02; 6" = 1.47; 12" = 5.88 TUBING INSIDE DIA. CAPACITY (Gal./Ft.): 1/8" = 0.0006; 3/16" = 0.0014, 1/4" = 0.0026; 5/16" = 0.004; 3/8" = 0.006; 1/2" = 0.010; 5/8" = 0.016 SAMPLING DATA SAMPLED BY (PRINT) / AFFILIATION: J. Bruce Crater, III/URS Corporation SAMPLER P) SIGNAT S: SAMPLING INITIATED AT: 1432 SAMPLING ENDED AT: 1437 PUMP OR TUBING DEPTH IN WELL feet : 5.5 MPLE PUMP FLOW RATE mL per minute): <100 TUBING MATERIAL CODE: PE FIELD DECONTAMINATION: No FIELD-FILTERED: No FILTER SIZE: Filtration Equipment Type: µm DUPLICATE: No SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED SAMPLING SAMPLE ID CODE # CONTAINE RS MATERI AL CODE VOLUME PRESERVATIVE USED TOTAL VOL ADDED IN FIELD (mL) FINAL pH ANALYSIS AND/OR METHOD EQUIPMENT CODE MW-5 3 CG 40 ml HCL None <2 8260 BETXM RFPP MW-5 2 CG 40 ml None None 5.89 8011 EDB/DBCP RFPP REMARKS: MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; PE = Polyethylene; PP = Polypropylene; S = Silicone; T = Teflon; O = Other (Specify) SAMPLING/PURGING APP = After Peristaltic Pump; B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; EQUIPMENT CODES: RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method (Tubing Gravity Drain); VT = Vacuum Trap; PP = Peristaltic Pump O = Other (Specify) IVU i CJ: i. i nC 12UUVC UU nut UUIiBULUIC 2111 UI UIC iniurmation requireu Dy L,napter oz-iou, 1-.A.G. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION 3) pH: ± 0.2 units Temperature: ± 0.2 °C Specific Conductance: ± 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2); optionally, ± 0.2 mg/L or ± 10% (whichever is greater) Turbidity: all readings < 20 NTU; optionally ± 5 NTU or ± 10% (whichever is greater) Item # 16 Revision Date: February 1, 2004 Attachment number 5 DEP-SOP-001/01 Page 46 of 123 Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: Clearwater Executive Air ark LOCATION: Clearwater, Florida WELL NO: MW-16 SAMPLE ID: MW-16 DATE: 10/02/08 PURGING DATA WELL DIAMETER (inches): 2 TUBING DIAMETER (inches): 0.25 WELL SCREEN INTERVAL DEPTH: 2.76 feet to 12.26 feet STATIC DEPTH TO WATER (feet): 5.08 PURGE PUMP TYPE OR BAILER: Peristaltic Pump WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) _ ( 12.76 feet - 5.08 feet) X 0.16 gallons/foot = 1.2 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + ( gallons/foot X feet) + gallons = gallons INITIAL PUMP OR TUBING DEPTH IN WELL (feet): 6 FINAL PUMP OR TUBING DEPTH IN WELL (feet): 6 PURGING INITIATED AT: 1314 PURGING ENDED AT: 1330 TOTAL VOLUME PURGED (gallons): 2.1 TIME VOLUME PURGED (gallons) CUMUL. VOLUME PURGED (gallons) PURGE RATE (gpm) DEPTH TO WATER feet pH (standard units) TEMP. (0C) COND. (µS/cm) DISSOLVED OXYGEN (mg/L) TURBIDITY (NTUs) COLOR (describe) ODOR (describe) 1324 1.3 1.3 0.13 5.16 5.85 30.5 115 0.17 13.3 clear trace petro 1327 0.4 1.7 0.13 5.16 5.86 30.4 120 0.15 4.64 clear trace petro 1330 0.4 2.1 0.13 5.16 5.85 30.4 121 0.16 2.97 clear trace petro WELL CAPACITY (Gallons Per Foot): 0.75" = 0.02; 1" = 0.04; 1.25" = 0.06; 2" = 0.16; 3" = 0.37; 4" = 0.65; 5" = 1.02; 6" = 1.47; 12" = 5.88 TUBING INSIDE DIA. CAPACITY (Gal./Ft.): 1/8" = 0.0006; 3/16" = 0.0014; 1/4" = 0.0026; 5/16" = 0.004; 3/8" = 0.006; 1/2" = 0.010; 5/8" = 0.016 SAMPLING DATA SAMPLED BY (PRINT) / AFFILIATION: J. Bruce Crater, III/URS Corporation SAMPLER(S) GNATU e SAMPLING INITIATED AT: 1331 SAMPLING ENDED AT: 1335 PUMP OR TUBING DEPTH IN WELL feet : 6 5AfAPLE PUMP FLOW RATE mL per minute : <100 TUBING MATERIAL CODE: PE FIELD DECONTAMINATION: No FIELD-FILTERED: No FILTER SIZE: Filtration Equipment Type: µm DUPLICATE: No SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED SAMPLING SAMPLE ID CODE # CONTAINE RS MATERI AL CODE VOLUME PRESERVATIVE USED TOTAL VOL ADDED IN FIELD (mL) FINAL pH ANALYSIS AND/OR METHOD EQUIPMENT CODE MW-16 3 CG 40 ml HCL None <2 8260 BETXM RFPP MW-16 2 CG 40 ml None None 5.85 8011 EDB/DBCP RFPP REMARKS: MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; PE = Polyethylene; PP = Polypropylene; S = Silicone; T = Teflon; O = Other (Specify) SAMPLING/PURGING APP = After Peristaltic Pump; B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; EQUIPMENT CODES: RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method (Tubing Gravity Drain); VT = Vacuum Trap; PP = Peristaltic Pump 0 = Other (Specify) 111v.- 1. 1w -W -W 11- L V.IDULULC Oil Ul MW 1111U1111Fl1Ull it;quI/CU Uy lrilapler oz-IOU, r.A.l,. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION 3) pH: ± 0.2 units Temperature: ± 0.2 °C Specific Conductance: ± 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2); optionally, ± 0.2 mg/L or ± 10% (whichever is greater) Turbidity: all readings < 20 NTU; optionally ± 5 NTU or ± 10% (whichever is greater) Item # 16 Revision Date: February 1, 2004 DEP-SOP-001/01 Form FD 9000-24 GROUNDWATER SAMPLING LOG Attachment number 5 Page 47 of 123 SITE SITE NAME: Clearwater Executive Air ark LOCATION: Clearwater, Florida WELL NO: MW-19 SAMPLE ID: MW-19 DATE: 10/02/08 PURGING DATA WELL DIAMETER (inches): 2 TUBING DIAMETER (inches): 0.25 WELL SCREEN INTERVAL DEPTH: 2.40 feet to 11.90 feet STATIC DEPTH TO WATER (feet): 5.13 PURGE PUMP TYPE OR BAILER: Peristaltic Pump WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) _ ( 12.40 feet - 5.13 feet) X 0.16 gallons/foot = 1.2 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + ( gallons/foot X feet) + gallons = gallons INITIAL PUMP OR TUBING DEPTH IN WELL (feet): 6 FINAL PUMP OR TUBING DEPTH IN WELL (feet): 6 PURGING INITIATED AT: 1230 PURGING ENDED AT: 1245 TOTAL VOLUME PURGED (gallons): 2.1 TIME VOLUME PURGED (gallons) CUMUL. VOLUME PURGED (gallons) PURGE RATE (gpm) DEPTH TO WATER feet pH (standard units) TEMP. o ( C) COND. (µS/cm) DISSOLVED OXYGEN (mg/L) TURBIDITY (NTUs) COLOR (describe) ODOR (describe) 1239 1.3 1.3 0.14 5.20 5.11 31.5 364 0.40 1.85 clear It. petro 1242 0.4 1.7 0.13 5.20 5.10 31.5 367 0.37 210 clear It. petro 1245 0.4 2.1 0.13 5.20 5.10 31.6 369 0.33 1.79 clear It. petro WELL CAPACITY (Gallons Per Foot): 0.75" = 0.02, 1" = 0.04; 1.25" = 0.06, 2" = 0.16; 3" = 0.37; 4" = 0.65; 5" = 1.02; 6" = 1.47; 12" = 5.88 TUBING INSIDE DIA. CAPACITY (Gal./Ft.): 1/8" = 0.0006; 3/16" = 0.0014; 1/4" = 0.0026; 5/16" = 0.004; 3/8" = 0.006; 1/2" = 0.010; 5/8"=0.016 SAMPLING DATA SAMPLED BY (PRINT) / AFFILIATION: J. Bruce Crater, III/URS Corporation SAMPLER(, SIGN URES. --- SAMPLING INITIATED AT: 1246 SAMPLING ENDED AT: 1251 PUMP OR TUBING DEPTH IN WELL feet : 6 MPLE PUM FLOW RATE mL per minute : <100 TUBING MATERIAL CODE: PE FIELD DECONTAMINATION: No FIELD-FILTERED: No FILTER SIZE: Filtration Equipment Type: µm DUPLICATE: No SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED SAMPLING SAMPLE ID CODE # CONTAINE RS MATERI AL CODE VOLUME PRESERVATIVE USED TOTAL V ADDED IN FIELD D (mL) FINAL pH ANALYSIS AND/OR METHOD EQUIPMENT CODE MW-19 3 CG 40 ml HCL None <2 8260 BETXM RFPP MW-19 2 CG 40 ml None None 5.10 8011 EDB/DBCP RFPP REMARKS: MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; PE = Polyethylene; PP = Polypropylene; S = Silicone; T = Teflon; O = Other (Specify) SAMPLING/PURGING APP = After Peristaltic Pump; B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; EQUIPMENT CODES: RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method (Tubing Gravity Drain); VT = Vacuum Trap; PP = Peristaltic Pump O = Other (Specify) -1.-v. 1. 1w -- u a a.vuauww an V1 LIM uuvnnauvn irqullCu Uy a.Ildl LIOU OZ-10u, r./A.A'. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION 3) pH: ± 0.2 units Temperature: ± 0.2 °C Specific Conductance: ± 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2); optionally, ± 0.2 mg/L or ± 10% (whichever is greater) Turbidity: all readings < 20 NTU; optionally ± 5 NTU or ± 10% (whichever is greater) Item # 16 Revision Date: February 1, 2004 Attachment number 5 DEP-SOP-001/01 Page 48 of 123 Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: Clearwater Executive Air ark LOCATION: Clearwater, Florida WELL NO: MW-20 SAMPLE ID: MW-20 DATE: 10/02/08 PURGING DATA WELL DIAMETER (inches): 2 TUBING DIAMETER (inches): 0.25 WELL SCREEN INTERVAL DEPTH: 2.69 feet to 12.19 feet STATIC DEPTH TO WATER (feet): 5.48 PURGE PUMP TYPE OR BAILER: Peristaltic Pump WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) _ ( 12.69 feet - 5.48 feet) X 0.16 gallons/foot = 1.15 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + ( gallons/foot X feet) + gallons = gallons INITIAL PUMP OR TUBING DEPTH IN WELL (feet): 6.5 FINAL PUMP OR TUBING DEPTH IN WELL (feet): 6.5 PURGING INITIATED AT: 1154 PURGING ENDED AT: 1210 TOTAL VOLUME PURGED (gallons): 1.98 TIME VOLUME PURGED (gallons) CUMUL. VOLUME PURGED (gallons) PURGE RATE (gpm) DEPTH TO WATER feet pH (standard units) ) TEMP. o (c) COND. (µS/cm) DISSOLVED OXYGEN (mg/L) TURBIDITY (NTUs) COLOR (describe) ODOR (describe) 1204 1.24 1.24 0.124 5.52 5.34 31.6 133 0.24 0.71 clear trace petro 1207 0.37 1.61 0.124 5.52 5.34 31.6 135 0.22 1.03 clear trace petro 1210 0.37 1.98 0.124 5.52 5.33 31.7 136 0.20 0.85 clear trace petro 1 WELL CAPACITY (Gallons Per Foot): 0.75" = 0.02; 1"=0.04; 1.25" = 0.06; 2" = 0.16; 3" = 0.37; 4" = 0.65; 5" = 1.02; 6" = 1.47; 12" = 5.88 TUBING INSIDE DIA. CAPACITY (Gal./Ft.): 1/8" = 0.0006; 3116" = 0.0014; 1/4" = 0.0026; 5/16" = 0.004; 3/8" = 0.006; 1/2" = 0.010; 5/8"=0.016 SAMPLING DATA SAMPLED BY (PRINT) / AFFILIATION: J. Bruce Crater, III/URS Corporation SAMPLER ) SIGNA ES: - 13- SAMPLING INITIATED AT: 1211 SAMPLING ENDED AT: 1216 PUMP OR TUBING DEPTH IN WELL feet : 6.5 AMPLE PUMP FLOW RATE mL per minute : <100 TUBING MATERIAL CODE: PE FIELD DECONTAMINATION: No FIELD-FILTERED: No FILTER SIZE: Filtration Equipment Type: µm DUPLICATE: No SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED SAMPLING SAMPLE ID CODE # CONTAINE RS MATERI AL CODE VOLUME PRESERVATIVE USED TOTALVOL ADDED IN FIELD (mL) FINAL pH ANALYSIS AND/OR METHOD EQUIPMENT CODE MW-20 3 CG 40 ml HCL None <2 8260 BETXM RFPP MW-20 2 CG 40 ml None None 5.33 8011 EDB/DBCP RFPP REMARKS: MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; PE = Polyethylene; PP = Pol ypropylene; S = Silicone; T = Teflon; O = Other (Specify) SAMPLING/PURGING APP = After Peristaltic Pump; B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; EQUIPMENT CODES: RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method (Tubing Gravity Drain); VT = Vacuum Trap; PP = Peristaltic Pump O = Other (Specify) IVV I CJ. 1. 1IIV QUUVC UU IIUL UUn51.llUle all Or the Intormatlon requirea Dy Gnapter bZ-lbu, F.A.L;. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION 3) pH: ± 0.2 units Temperature: ± 0.2 °C Specific Conductance: ± 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2); optionally, ± 0.2 mg/L or ± 10% (whichever is greater) Turbidity: all readings < 20 NTU; optionally ± 5 NTU or ± 10% (whichever is greater) Item # 16 Revision Date: February 1, 2004 DEP-SOP-001 /01 Form FD 9000-24 GROUNDWATER SAMPLING LOG Attachment number 5 Page 49 of 123 SITE SITE NAME: Clearwater Executive Air ark LOCATION: Clearwater, Florida WELL NO: MW-20 SAMPLE ID: MW-20 DATE: 10/20/08 PURGING DATA WELL DIAMETER (inches): 2 TUBING DIAMETER (inches): 0.25 WELL SCREEN INTERVAL DEPTH: 2.69 feet to 12.19 feet STATIC DEPTH TO WATER (feet): 5.45 PURGE PUMP TYPE OR BAILER: Peristaltic Pump WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) _ ( 12.69 feet - 5.45 feet) X 0.16 gallons/foot = 1.2 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + ( gallons/foot X feet) + gallons = gallons INITIAL PUMP OR TUBING DEPTH IN WELL (feet): 7.0 FINAL PUMP OR TUBING DEPTH IN WELL (feet): 7.0 PURGING INITIATED AT: 1402 PURGING ENDED AT: 1419 TOTAL VOLUME PURGED (gallons): 2.2 TIME VOLUME PURGED (gallons) CUMUL. VOLUME PURGED (gallons) PURGE RATE (gpm) DEPTH TO WATER feet pH (standard units) TEMP. (oC) COND. (µS/cm) DISSOLVED OXYGEN (mg/L) TURBIDITY (NTUs) COLOR (describe) ODOR (describe) 1413 1.4 1.4 0.13 5.49 5.47 29.9 124 0.17 1.65 clear trace petro 1416 0.4 1.8 0.13 5.49 5.43 29.9 126 0.17 1.49 clear trace petro 1419 0.4 2.2 0.13 5.49 5.42 29.9 127 0.18 1.56 clear trace petro WELL CAPACITY (Gallons Per Foot): 0.75" = 0.02; 1" = 0.04; 1.25" = 0.06; 2" = 0.16; 3" = 037; 4" = 0.65; 5" = 1.02; 6" = 1.47; 12" = 5.88 TUBING INSIDE DIA. CAPACITY (Gal./Ft.): 1/8" = 0.0006; 3/16" = 0.0014; 1/4" = 0.0026; 5116" = 0.004; 3/8" = 0.006; 1/2" = 0.010; 518" = 0.016 SAMPLING DATA SAMPLED BY (PRINT) / AFFILIATION: J. Bruce Crater, III/URS Corporation SAMPLER )SIGN URES: SAMPLING INITIATED AT: 1420 SAMPLING ENDED AT: 1424 PUMP OR TUBING DEPTH IN WELL feet : 7.0 55AMPLE PUM FLOW RATE mL per minute : <100 TUBING MATERIAL CODE: PE FIELD DECONTAMINATION: No FIELD-FILTERED: No FILTER SIZE: Filtration Equipment Type: µm DUPLICATE: No SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED SAMPLING SAMPLE ID CODE # CONTAINE RS MATERI AL CODE VOLUME PRESERVATIVE USED TOTAL VOL ADDED IN FIELD (mL) FINAL pH ANALYSIS AND/OR METHOD EQUIPMENT CODE MW-20 3 CG 40 ml HCL None <2 8260 BETXM RFPP MW-20 2 CG 40 ml None None 5.42 8011 EDB/DBCP RFPP REMARKS: MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; PE = Polyethylene; PP = Polypropylene; S = Silicone; T = Teflon; O = Other (Specify) SAMPLING/PURGING APP = After Peristaltic Pump; B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; EQUIPMENT CODES: RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method (Tubing Gravity Drain); VT = Vacuum Trap; PP = Peristaltic Pump O = Other (Specify) IVV i CJ: I. I IItl dUUVC UV IIUL GUn5LILULU all or me mrormation requIrea Dy Unapter bY-tbu, 1". A. G. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION 3) pH: ± 0.2 units Temperature: ± 0.2 °C Specific Conductance: ± 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2); optionally, ± 0.2 mg/L or ± 109% (whichever is greater) Turbidity: all readings < 20 NTU; optionally ± 5 NTU or ± 10% (whichever is greater) Item # 16 Revision Date: February 1, 2004 DEP-SOP-001 /01 Form FD 9000-24 GROUNDWATER SAMPLING LOG Attachment number 5 Page 50 of 123 SITE SITE NAME: Clearwater Executive Air ark LOCATION: Clearwater, Florida WELL NO: MW-21 SAMPLE ID: MW-21 DATE: 10/20/08 PURGING DATA WELL DIAMETER (inches): 2 TUBING DIAMETER (inches): 0.19 WELL SCREEN INTERVAL DEPTH: 3.26 feet to 12.76 feet STATIC DEPTH TO WATER (feet): 5.56 PURGE PUMP TYPE OR BAILER: Peristaltic Pump WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) _ ( 13.26 feet - 5.56 feet) X 0.16 gallons/foot = 1.2 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + ( gallons/foot X feet ) + gallons = gallons INITIAL PUMP OR TUBING DEPTH IN WELL (feet): 7.0 FINAL PUMP OR TUBING DEPTH IN WELL (feet): 7.0 PURGING INITIATED AT: 1325 PURGING ENDED AT: 1342 TOTAL VOLUME PURGED (gallons): 2.1 TIME VOLUME PURGED (gallons) CUMUL. VOLUME PURGED (gallons) PURGE RATE (gpm) DEPTH TO WATER feet pH (standard units) TEMP. o (C) COND. (µS/cm) DISSOLVED OXYGEN mg/L) ( TURBIDITY (NTUs) COLOR (describe) ODOR (describe) 1336 1.3 1.3 0.12 5.60 5.86 29.5 237 0.24 3.48 clear none 1339 0.4 1.7 0.13 5.60 5.81 29.5 237 0.24 3.11 clear none 1342 0.4 2.1 0.13 5.60 5.80 29.4 235 0.23 2.60 clear none WELL CAPACITY (Gallons Per Foot): 0.75" = 0.02; 1" = 0.04; 1.25" = 0.06; 2" = 0.16; 3" = 0.37; 4" = 0.65; 5" = 1.02; 6" = 1.47; 12" = 5.88 TUBING INSIDE DIA. CAPACITY (Gal./Ft.): 1/8" = 0.0006; 3/16" = 0.0014; 1/4" = 0.0026; 5/16" = 0.004; 3/8" = 0.006; 1/2" = 0.010; 5/8" = 0.016 SAMPLING DATA SAMPLED BY (PRINT) / AFFILIATION: J. Bruce Crater, III/URS Corporation SAMPLER IGNAT S: -- "" SAMPLING INITIATED AT: 1343 SAMPLING ENDED AT: 1347 PUMP OR TUBING DEPTH IN WELL feet : 7.0 PLE PUMP FLOW RATE mL per minute : <100 TUBING MATERIAL CODE: PE FIELD DECONTAMINATION: No FIELD-FILTERED: No FILTER SIZE: Filtration Equipment Type: pm DUPLICATE: No SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED SAMPLING SAMPLE ID CODE # CONTAINE RS MATERI AL CODE VOLUME PRESERVATIVE USED TOTALVOL ADDED IN FIELD (mL) FINAL pH ANALYSIS AND/OR METHOD EQUIPMENT CODE MW-21 3 CG 40 ml HCL None <2 8260 BETXM RFPP MW-21 2 CG 40 ml None None 5.80 8011 EDB/DBCP RFPP REMARKS: MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; PE = Polyethylene; PP = Pol ypropylene; S = Silicone; T = Teflon; O = Other (Specify) SAMPLING/PURGING APP = After Peristaltic Pump; B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; EQUIPMENT CODES: RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method (Tubing Gravity Drain); VT = Vacuum Trap; PP = Peristaltic Pump O = Other (Specify) mu i co. i. i tie auove uo not constitute an oT the inTorrnaxion requlrea Dy Gnapter bZ-1bo, F.A.G. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION 3) pH: ± 0.2 units Temperature: ± 0.2 °C Specific Conductance: ± 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2); optionally, ± 0.2 mg/L or ± 10% (whichever is greater) Turbidity: all readings < 20 NTU; optionally ± 5 NTU or ± 10% (whichever is greater) Item # 16 Revision Date: February 1, 2004 Attachment number 5 DEP-SOP-001/01 Page 51 of 123 Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: Clearwater Executive Air ark LOCATION: Clearwater, Florida WELL NO: IW-1 SAMPLE ID: IW-1 DATE: 10/20/08 PURGING DATA WELL DIAMETER (inches): 2 TUBING DIAMETER (inches): 0.19 WELL SCREEN INTERVAL DEPTH: 29.58 feet to 39.08 feet STATIC DEPTH TO WATER (feet): 5.29 PURGE PUMP TYPE OR BAILER: Peristaltic Pump WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) _ ( 39.58 feet - 5.29 feet ) X 0.16 gallons/foot = 5.5 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + ( gallons/foot X feet) + gallons = gallons INITIAL PUMP OR TUBING DEPTH.IN WELL (feet): 35 FINAL PUMP OR TUBING DEPTH IN WELL (feet): 35 PURGING INITIATED AT: 1228 PURGING ENDED AT: 1303 TOTAL VOLUME PURGED (gallons): 3.7 TIME VOLUME PURGED (gallons) CUMUL. VOLUME PURGED (gallons) PURGE RATE (9pm) DEPTH TO WATER feet pH (standard units) TEMP. o (C) COND. (µS/cm) DISSOLVED OXYGEN (mg/L) TURBIDITY (NTUs) COLOR (describe) ODOR (describe) 1257 3.1 3.1 0.11 6.42 7.09 27.8 616 0.37 24.2 clear none 1300 0.3 3.4 0.10 6.42 7.09 27.8 615 0.35 23.9 clear none 1303 0.3 3.7 0.10 6.42 7.09 27.7 615 0.36 24.3 clear none WELL CAPACITY (Gallons Per Foot): 0.75' = 0.02; 1" = 0.04; 1.25" = 0.06; 2" = 0.16; 3" = 0.37; 4" = 0.65; 5" = 1.02; 6" = 1.47; 12" = 5.88 TUBING INSIDE DIA. CAPACITY Gal./Ft.): 1/8" = 0.0006; 3/16" = 0.0014; 1/4" = 0.0026; 5/16" = 0.004, 3/8" = 0.006; 1/2" = 0.010; 5/8" = 0.016 SAMPLING DATA SAMPLED BY (PRINT) / AFFILIATION: J. Bruce Crater, III/URS Corporation SAMPLER S) SIGN URES: SAMPLING INITIATED AT: 1304 SAMPLING ENDED AT: 1308 PUMP OR TUBING DEPTH IN WELL feet : 35 SAMPLE PUMP FLOW RATE mL per minute): <100 TUBING MATERIAL CODE: PE FIELD DECONTAMINATION: No FIELD-FILTERED: No FILTER SIZE: Filtration Equipment Type: µm DUPLICATE: No SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED SAMPLING SAMPLE ID CODE # CONTAINE RS MATERI AL CODE VOLUME PRESERVATIVE USED TOTALVOL ADDED IN FIELD (mL) FINAL pH ANALYSIS AND/OR METHOD EQUIPMENT CODE IW-1 3 CG 40 ml HCL None <2 8260 BETXM RFPP IW-1 2 CG 40 ml None None 7.09 8011 EDB/DBCP RFPP REMARKS: MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; PE = Polyethylene; PP = Polypropylene; S = Silicone; T = Teflon; O = Other (Specify) SAMPLING/PURGING APP = After Peristaltic Pump; B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; EQUIPMENT CODES: RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method (Tubing Gravity Drain); VT = Vacuum Trap; PP = Peristaltic Pump O = Other (Specify) NOTES: 1. The above do not constitute all of the information required by Chapter 62-160, F.A.C. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION 3) pH: ± 0.2 units Temperature: ± 0.2 °C Specific Conductance: ± 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2); optionally, ± 0.2 mg/L or ± 10% (whichever is greater) Turbidity: all readings < 20 NTU; optionally ± 5 NTU or ± 10% (whichever is greater) Item # 16 Revision Date: February 1, 2004 Attachment number 5 DEP-SOP-001/01 Page 52 of 123 Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: Clearwater Executive Air ark LOCATION: Clearwater, Florida WELL NO: MW-20 SAMPLE ID: MW-20 DATE: 11/04/08 PURGING DATA WELL DIAMETER (inches): 2 TUBING DIAMETER (inches): 0.25. 1 WELL SCREEN INTERVAL DEPTH: 2.69 feet to 12.19 feet STATIC DEPTH T TO WATER (feet): 5.68 PURGE PUMP TYPE OR BAILER: Peristaltic Pump WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) _ ( 12.69 feet - 5.68 feet) X 0.16 gallons/foot = 1.1 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out if applicable) = gallons + ( gallons/foot X feet ) + gallons = gallons INITIAL PUMP OR TUBING DEPTH IN WELL (feet): 7.0 FINAL PUMP OR TUBING DEPTH IN WELL (feet): 7.0 PURGING INITIATED AT: 1420 PURGING ENDED AT: 1436 TOTAL VOLUME PURGED (gallons): 2.0 TIME VOLUME PURGED (gallons) CUMUL. VOLUME PURGED allons PURGE RATE (910m) DEPTH TO WATER ft) pH (standard units) TEMP. o (C) COND. (µS/cm) DISSOLVED OXYGEN (mg/L) TURBIDITY (NTUs) COLOR (describe) ODOR (describe) 1430 1.2 1.2 0.12 5.73 5.12 30.0 116 0.45 1.73 clear trace petro 1433 0.4 1.6 0.13 5.73 5.11 30.0 117 0.31 1.61 clear trace petro 1436 0.4 2.0 0.13 5.73 5.10 30.0 117 0.22 1.53 clear trace petro WELL CAPACITY (Gallons Per Foot): 0.75" = 0.02; 1" = 0.04; 1.25" = 0.06; 2" = 0.16; 3" = 0.37; 4" = 0.65; 5" = 1.02; 6" = 1.47; 12" = 5.88 TUBING INSIDE DIA. CAPACITY (Gal./Ft.): 1/8" = 0.0006; 3116" = 0.0014; 1/4" = 0.0026; 5/16" = 0.004; 3/8" = 0.006; 1/2" = 0.010; 5/8' = 0.016 SAMPLIN[.- nATA SAMPLED BY (PRINT) / AFFILIATION: J. Bruce Crater, III/URS Corporation SAMPLE ) SIGN RES: I - SAMPLING INITIATED AT: 1437 SAMPLING ENDED AT, 1442 PUMP OR TUBING DEPTH IN WELL feet : 7.0 AMPLE PUMP FLOW RATE mL per minute : <100 TUBING MATERIAL CODE: PE FIELD DECONTAMINATION: No FIELD-FILTERED: No FILTER SIZE: Filtration Equipment Type: µm DUPLICATE: No SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED SAMPLING SAMPLE ID CODE # CONTAINE RS MATERI AL CODE VOLUME PRESERVATIVE USED TO ADDED IN N FIELD FIELD (mL) FINAL pH ANALYSIS AND/OR METHOD EQUIPMENT CODE MW-20 3 CG 40 ml HCL None <2 8260 BETXM RFPP REMARKS: MATERIAL CODES: AG = Amber Glass; CG = Clear Glass; PE = Polyethylene; PP = Pol ypropylene; S = Silicone; T = Teflon; O = Other (Specify) SAMPLINGIPURGING APP = After Peristaltic Pump; B = Bailer; BP = Bladder Pump; ESP = Electric Submersible Pump; EQUIPMENT CODES: RFPP = Reverse Flow Peristaltic Pump; SM = Straw Method (Tubing Gravity Drain); VT = Vacuum Trap; PP = Peristaltic Pump O = Other (Specify) 1..,. a.,..?? u -L a. .1 Llluty a] I VI UIC If IIVIIIIGUUII Fuqulreu oy t,napter 0L-10u, r.A.t,. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212, SECTION 3) pH: ± 0.2 units Temperature: ± 0.2 °C Specific Conductance: ± 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2); optionally, ± 0.2 mg/L or ± 10% (whichever is greater) Turbidity: all readings < 20 NTU; optionally ± 5 NTU or ± 10% (whichever is greater) Item # 16 Revision Date: February 1, 2004 Attachment number 5 Page 53 of 123 APPENDIX B LABORATORY REPORTS AND CHAIN-OF-CUSTODY FORMS Item # 16 Attachment number 5 Page 54 of 123 October 14, 2008 Mr. Tom Carberry URS Corporation 7650 W. Courtney Campbell Causeway Tampa, FL 33607-1462 RE: Clearwater Exec. Air Park / 12008278.0001 Dear Mr. Tom Carberry: Order No.: F08100184 PAS, Inc. received 6 samples on 10/3/2008 12:20:00 PM for the analyses presented in the following report. Analyses are performed with method-required calibration and QA/QC samples whenever applicable. Method performance, which is based on the calibration and QA/QC samples, establishes the validity and certainty of the reported sample results. This data is provided along with the sample results when requested. Thank you for this opportunity to be of service. If you have any questions regarding this data, please feel free to call me at (813)627-0003. Sincerely, Michael F. Valder PH # (813) 627-0003 Fax # (813) 627-0582 Cell # (813) 340-8100 Project Manager ELAB, Inc. P.O. Box 468 Ormond Beach, FL 32175-0468 Di;iaiN s?9^? T nnaM??. cUS _/rn/,} aceAna(ytica!"?,o„ ..,rn. a. ,'7,4:59 USOO' THIS DOCUMENT MEETS NELAC STANDARDS NELAC Certification #E83079 Page 1 of 15 Item # 16 Attachment number 5 Page 55 of 123 The following acronyms may be utilized within this report: %REC Percent Recovery A Absent ABLK Analytical Method Blank CG Confluent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms DUP Sample Duplicate LCS Laboratory Control Spike (may also be appended with an abbreviation indicating spiking level) MBLK Preparation Method Blank MDL Laboratory Method Detection Limit MS Matrix Spike (may also be appended with an abbreviation indicating spiking level) MSD Matrix Spike Duplicate (may also be appended with an abbreviation indicating spiking level) P Present PQL Practical Quantitation Limit QCS Alternate source Calibration Verification Standard (may also be reported as analytical LCS in some RL Reporting Limit RPD Relative Percent Difference SPK Spike TIC Tentatively Identified Compound TNTC Too Numerous To Count Page 2 of 15 Item # 16 Attachment number 5 Page 56 of 123 The followin-g notes may apply to analytical results within this report: Residue (solids) analysis may employ a single, heated drying process of at least 12 hours duration in lieu of employing short, repeated drying cycles, which represents a deviation from the methodology. Because the EPA-recommended holding time for pH, residual chlorine, chloramines and chlorine dioxide is 15 minutes from time of collection, these analyses are routinely performed outside of their EPA-recommended holding time when performed in the laboratory. Analytical results for ammonia analysis, or calculated analytical results depending on ammonia analysis, do not include a sample distillation procedure. A study comparing distilled versus non-distilled analytical results has been performed to document the validity of the analysis without prior distillation, and represents equivalent results for the represented project matrices. Since N-nitrosodiphenylamine decomposes in the GC inlet and cannot be chromatographically resolved from diphenylamine, these compounds are reported as a single analyte in the report. Since m-cresol and p-cresol cannot be chromatographically resolved, these compounds are reported as a single analyte in the report. The following certifications may apply to analytical results within this report: Alabama DEM 41320 Arizona DHS AZ0640 Colorado DPHE FL NELAC Reciprocity Connecticut DPH PH-0216 Florida DOH E83079 Georgia DNR 955 Kentucky DEP 90050 Maine LCP 2006032 Massachusetts DEP M-FL020 Michigan DEQ 9911 Mississippi DOH FL NELAC Reciprocity Nevada EP ELAB FL-00020 New Hampshire DES 295805 New Jersey DEP FL765 New York DOH 11608 Pennsylvania DEP 68-00547 Puerto Rico DOH FL 00020 South Carolina DHEC 96027001 Tennessee DOH 02974 Texas CEQ T104704184-05-TX Page 3 of 15 Item # 16 Attachment number 5 Page 57 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Case Narrative CLIENT: URS Corporation Project: Clearwater Exec. Air Park / 12008278.0001 Lab Order: F08100184 1. SAMPLE RECEIVING/ CUSTODY The samples were received and processed by the Sample Custody section of the laboratory. There were no significant logistics or quality problems unless noted below. II. ANALYTICAL DATA The samples were analyzed according to the laboratory's Standard Operating Procedures for the methodologies requested. There were no significant logistics or quality problems unless noted below or in the text of the report. III. QUALITY CONTROL There were no significant quality control problems unless noted below or in the text of the report. 8260 MS/MSD for toluene exceeded the method advisory limit for batch 56401 due to the abundance of analyte present in the parent sample. Page 4 of 15 Item # 16 Attachment number 5 Page 58 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 14-Oct-08 Analytical Report CLIENT: URS Corporation Client Sample ID: MW-20 Lab Order: F08100184 Collection Date: 10/2/2008 12:11:00 PM Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100184-001 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8011: EDB AND DBCP SW8011 PrepDate: 10/8/2008 2:00:00 P Analyst: LMA Ethylene Dibromide 0.0055 U 0.0055 0.0087 pg/L 1 10/09/08 01:48 56282 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 10/10/2008 8:00:0 0 Analyst: ALA Benzene 1.6 0.50 1.0 pg/L 1 10/10/0819:15 56401 Ethylbenzene 2.8 0.50 1.0 pg/L 1 10/10/0819:15 56401 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 pg/L 1 10/10/08 19:15 56401 Toluene 190 2.0 4.0 pg/L 4 10/13/0813:54 56435 Xylenes, Total 1.0 U 1.0 3.0 lag/L 1 10/10/08 19:15 56401 Surr:4-Bromofluorobenzene 97.3 0 70-114 %REC 4 10/13/0813:54 56435 Surr:4-Bromofluorobenzene 104 0 70-114 %REC 1 10/10/0819:15 56401 Surr: Dibromofluoromethane 99.4 0 88-117 %REC 4 10/13/08 13:54 56435 Surr: Dibromofluoromethane 98.3 0 88-117 %REC 1 10/10/08 19:15 56401 Surr:1,2-Dichloroethane-d4 96.3 0 86-125 %REC 4 10/13/0813:54 56435 Surr:1,2-Dichloroethane-d4 97.0 0 86-125 %aREC 1 10/10/0819:15 56401 Surr: Toluene-d8 105 0 87-113 %REC 4 10/13/08 13:54 56435 Surr: Toluene-d8 105 0 87-113 %aREC 1 10/10/08 19:15 56401 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 5 of 15 Item # 16 Attachment number 5 Page 59 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 14-Oct-08 Analytical Report CLIENT: URS Corporation Client Sample ID: MW-19 Lab Order: F08100184 Collection Date: 10/2/2008 12:46:00 PM Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100184-002 Matrix: Gro undwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8011: EDB AND DBCP SW8011 PrepDate: 10/8/2008 2:00:00 P Analyst: LMA Ethylene Dibromide 0.0067 U 0.0067 0.011 pg/L 1 10/09/08 02:07 56282 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 10/10/2008 8:00:00 Analyst: ALA Benzene 1.4 0.50 1.0 pg/L 1 10/10/0819:45 56401 Ethylbenzene 2.6 0.50 1.0 pg/L 1 10/10/0819:45 56401 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 pg/L 1 10/10/08 19:45 56401 Toluene 230 5.0 10 pg/L 10 10/13/0814:25 56435 Xylenes, Total 1.0 U 1.0 3.0 pg/L 1 10/10/08 19:45 56401 Surr:4-Bromofluorobenzene 93.9 0 70-114 %REC 10 10/13/0814:25 56435 Surr:4-Bromofluorobenzene 96.8 0 70-114 %REC 1 10/10/0819:45 56401 Surr: Dibromofluoromethane 100 0 88-117 %REC 10 10/13/08 14:25 56435 Surr: Dibromofluoromethane 98.2 0 88-117 %REC 1 10/10/08 19:45 56401 Surr:1,2-Dichloroethane-d4 96.4 0 86-125 %REC 10 10/13/0814:25 56435 Surr:1,2-Dichloroethane-d4 95.6 0 86-125 %REC 1 10/10/0819:45 56401 Surr: Toluene-d8 106 0 87-113 %REC 10 10/13/08 14:25 56435 Surr: Toluene-d8 102 0 87-113 %REC 1 10/10/08 19:45 56401 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 6 of 15 Item # 16 Attachment number 5 Page 60 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 14-Oct-08 Analytical Report CLIENT: URS Corporation Client Sample ID: MW-16 Lab Order: F08100184 Collection Date: 10/2/2008 1:31:00 PM Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100184-003 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8011: EDB AND DBCP SW8011 PrepDate: 10/8/2008 2:00:00 P Analyst: LMA Ethylene Dibromide 0.0063 U 0.0063 0.010 pg/L 1 10/09/08 02:44 56282 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 10/10/2008 8:00:00 Analyst: ALA Benzene 0.50 U 0.50 1.0 pg/L 1 10/10/08 20:16 56401 Ethylbenzene 0.91 1 0.50 1.0 pg/L 1 10/10/08 20:16 56401 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 pg/L 1 10/10/08 20:16 56401 Toluene 0.62 1 0.50 1.0 pg/L 1 10/10/08 20:16 56401 Xylenes, Total 1.0 U 1.0 3.0 pg/L 1 10/10/08 20:16 56401 Surr: 4-Bromofluorobenzene 97.9 0 70-114 %REC 1 10/10/08 20:16 56401 Surr: Dibromofluoromethane 99.9 0 88-117 %REC 1 10/10/08 20:16 56401 Surr:1,2-Dichloroethane-d4 98.3 0 86-125 %REC 1 10/10/0820:16 56401 Surr: Toluene-d8 105 0 87-113 %REC 1 10/10/08 20:16 56401 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 7 of 15 Item # 16 Attachment number 5 Page 61 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 14-Oct-08 Analytical Report CLIENT: URS Corporation Client Sample ID: Eq. Blank Lab Order: F08100184 Collection Date: 10/2/2008 2:00:00 PM Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100184-004 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8011: EDB AND DBCP SW8011 PrepDate: 10/8/2008 2:00:00 P Analyst: LMA Ethylene Dibromide 0.0062 U 0.0062 0.0099 pg/L 1 10/09/08 03:03 56282 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 10/10/2008 8:00:00 Analyst: ALA Benzene 0.50 U 0.50 1.0 pg/L 1 10/10/08 20:46 56401 Ethylbenzene 0.50 U 0.50 1.0 pg/L 1 10/10/08 20:46 56401 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 pg/L 1 10/10/08 20:46 56401 Toluene 0.50 U 0.50 1.0 pg/L 1 10/10/08 20:46 56401 Xylenes, Total 1.0 U 1.0 3.0 pg/L 1 10/10/08 20:46 56401 Surr: 4-Bromofluorobenzene 94.1 0 70-114 %REC 1 10/10/08 20:46 56401 Surr: Dibromofluoromethane 102 0 88-117 %REC 1 10/10/08 20:46 56401 Surr:1,2-Dichloroethane-d4 97.5 0 86-125 %REC 1 10/10/0820:46 56401 Surr: Toluene-d8 104 0 87-113 %REC 1 10/10/08 20:46 56401 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 8 of 15 Item # 16 Attachment number 5 Page 62 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 14-Oct-08 Analytical Report CLIENT: URS Corporation Client Sample ID: MW-5 Lab Order: F08100184 Collection Date: 10/2/2008 2:32:00 PM Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100184-005 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8011: EDB AND DBCP SW8011 PrepDate: 10/8/2008 2:00:00 P Analyst: LMA Ethylene Dibromide 0.0061 U 0.0061 0.0096 pg/L 1 10/09/08 03:22 56282 8260: VOLATILE ORGANIC COMPOUNDS SW8260 Pre pDate: 10/10/2008 8:00:0 0 Analyst: ALA Benzene 2.8 0.50 1.0 pg/L 1 10/10/08 21:17 56401 Ethylbenzene 36 0.50 1.0 pg/L 1 10/10/08 21:17 56401 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 pg/L 1 10/10/08 21:17 56401 Toluene 12000 500 1000 pg/L 1000 10/13/0814:55 56435 Xylenes, Total 41 1.0 3.0 pg/L 1 10/10/08 21:17 56401 Surr:4-Bromofluorobenzene 93.6 0 70-114 %REC 1000 10/13/0814:55 56435 Surr: 4-Bromofluorobenzene 95.4 0 70-114 %REC 1 10/10/08 21:17 56401 Surr: Dibromofluoromethane 100 0 88-117 %REC 1000 10/13/08 14:55 56435 Surr: Dibromofluoromethane 93.7 0 88-117 %REC 1 10/10/08 21:17 56401 Surr:1,2-Dichloroethane-d4 98.7 0 86-125 %REC 1000 10/13/0814:55 56435 Surr: 1,2-Dichloroethane-d4 97.4 0 86-125 %REC 1 10/10/08 21:17 56401 Surr: Toluene-d8 108 0 87-113 %REC 1000 10/13/08 14:55 56435 Surr: Toluene-d8 109 0 87-113 %REC 1 10/10/08 21:17 56401 Data 1 Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 9 of 15 Item # 16 Attachment number 5 Page 63 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 14-Oct-08 Analytical Report CLIENT: URS Corporation Lab Order: F08100184 Project: Clearwater Exec. Air Park / 12008278.0001 Lab ID: F08100184-006 Client Sample ID: Collection Date: Sample Description: Matrix: Trip 10/2/2008 Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 1011012008 8:00:00 Analyst: ALA Benzene 0.50 U 0.50 1.0 pg/L 1 10/10/08 21:47 56401 Ethylbenzene 0.50 U 0.50 1.0 pg/L 1 10/10/08 21:47 56401 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 pg/L 1 10/10/08 21:47 56401 Toluene 0.50 U 0.50 1.0 pg/L 1 10/13/0813:23 56435 Xylenes, Total 1.0 U 1.0 3.0 pg/L 1 10/10/08 21:47 56401 Surr:4-Bromofluorobenzene 99.9 0 70-114 %REC 1 10/13/0813:23 56435 Surr: 4-Bromofluorobenzene 94.2 0 70-114 %REC 1 10/10/08 21:47 56401 Surr: Dibromofluoromethane 98.6 0 88-117 %REC 1 10/13/08 13:23 56435 Surr: Dibromofluoromethane 101 0 88-117 %REC 1 10/10/08 21:47 56401 Surr:1,2-Dichloroethane-d4 96.6 0 86-125 %REC 1 10/13/0813:23 56435 Surr:1,2-Dichloroethane-d4 96.5 0 86-125 %REC 1 10/10/0821:47 56401 Surr: Toluene-d8 106 0 87-113 %REC 1 10/13/08 13:23 56435 Surr: Toluene-d8 103 0 87-113 %REC 1 10/10/08 21:47 56401 . Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 10 of 15 Item # 16 Attachment number 5 Page 64 of 123 0 Q A U vi a NN !1 O a a a o 00 COO a? a Q? F a z 0 0 0 00 N 00 O O Q A O (j Cd W O Y v CDy 0 W °w U s: a? O ? W E J 0 0 a n ? N o M d N ? h N O O ro C C7 0? U) o! 0 IL E .J .C 0 0 N N _ CO CO O O r r J 3 dj N J 00 a '' o! m a Q ro (D ? J Y ? a = r U) (n o • c ro ::D ? > Y U) ? r t o CO J r ? CO 0 O O Q O 0 0 Z U ? ro ? N ~ I- ? 0 C? Y N M J 00 3 O 00 m aNi °o In o H ? E CO U) N N CO 00 N N N O I(y 'O m m 0 C (D U C: ) U Q W E _l 0 a o! 0 a Oo D 0 0 Cl) It * n N O O ro C Q' > o! 0 d o' 0 J .C CO 0 N N 00 00 _ O O O E CO r r J J ? ro 0 0 ° a w CO a >' o' CU o Q ro O ? J Y ? d = r i o ?tf 00 7 Lr) O N N CO O Y IL CO f r 00 J c' 00 Cl) O O O o Z U N ro w F H m 0 :!t CO N 7 N aD U N (1) ° J O ( (n Of E m O 'IT J 0 a o! 0 a- N 0 0 M le It CO N N O O CO 0 a o! 0 J L 0 0 CD o N N O C> O O O CO r r J 3 ro ro C) a CL ' o (6 0 Q ro J ? ? Y = r d O O LO G ?j 7 N Cl) (,6 O Y d U) ? r 00 rl r J (O Ce) O 00 b) O Q O o Z CJ U N H m C? ONO 3 N U C%j m ° J to CL 0 CL E ro ro CO N N N N 00 00 O O O O N N to L u o t CO N J L? J -R O U) U) J w ? J II O 0 Q w CO 0 C U ro T C: Q (D N L W O_ E C a) U ro >' CO Q m O) W 0 b U R. U U U b N 0 O x V) O G Q C 3 Y o ? 0 0 ? .9 a> Q U -O N y U U b U Q z L ? d d wx y b ==o Iem#16 Vl 0 Ct P. Attachment number 5 Page 65 of 123 00 0 A U F--i a N a a o N 00 ? y d v a E H a z 0 0 0 00 N 00 O 0 a O (.j 0 W O 00 o C? U Y CO O O w v ^-i O O 3 a E J p p a o LO rn CO T 1, to o I- N O O 3 , p a o' .J L CO CO N N O O r r E 0 0 r r J O Qj O J p p N W a T o' CU o Q (O N J ? = o a M U) Ln O LO O C ? 7 CO Y D_ Cn I- LO M T r O O (D I- -fl- w 00 O Il- 00 LO N O 06 O rn M O O O O O O O O 7 rF V V ? 0 I N O O J O 0 0 0 0 0 0 0 0 O p LO LO Un LO N Op (n ? O O O O O O a O Z U U ~ 3 > 0 Y r '-' O O O O CO h O O N J CO 7 LO LO LO LO M V V m ? U) O O O O N 0' N O_ F L LZ ? E m U) w Cu CE, r 0 r 0 O CV CO -0 E L (?O to 4 d N 2 O N E o T m 2 m 7 o - - 5 :E CO o m m E E 2 c C .0 N C H O. O m N N (D C N U d p F E N C C N O L 7 C N 7 7 C O U Q m w;?i FO- X . .E :h-- a a Q: o! a a rn ? o ? Cn CO rn rn to to to m CV CIA N N O O O O M C > C O' U) ? in a CL Of Of O O It r-- LO M O O J J O O L O O L CD CD N N N N O O O D1 0 CO (D fl- O O O O O O E h (D h 00 O 00 ti m r T J r r J 3 0 J J Y N .0+ N C) p C) LO O ti v (n U co o CL •? W 4 00 (o 00 ? > (Y rn m CA > rn T > a m o o CO o Q Q b c. U 0 0 0 0 0 0 ; CO O ? N y B O Ir y o a i o CO =L M O Y M O N > C 3 C) C) 0 N N V V V C to O O p j p 7 G N m > (n m > c Y Y x a o., a CO CO V) I N I N M O O J 0 0 0 0 0 0 O CO J O O O p Ln Un N p In LO (n O O CO U) O O N O N O o z o Z a c? ? M C) CD (D 0') (n G 5 N N V ?' M V' 7 n N 00 N ? N fn d' Q) M J LO LLOy Q Q ? Q 0 0' O O (2 O Q O O E m CO E CO m p O La CO CO p N U U N N U N C T Q c r r C L 0 0 fn ¢ 2 et a E L 0 m ca 2 0 N O to LO to O O O C CO O r r. a U ? r U o p L a> o J J O E E O C LL rL N C O p p a) C N N O 0 N d Q E ) N L Q E >, CO _(D d = a? CO N T O 7 7 n - 7 O N ¢ >' c3 0 0 < W O ??? ? " W1- ' - F l em# 16 kn O N_ N P. Attachment number 5 Page 66 of 123 00 O 0 ti R A U Fes'' 1-1 L? QI NN 11 O a y? IN' O N 00 a? a Q? F H F a z O O O 00 N 00 O O Ct a .r" - O Cj Cd C O 0 DD N L) CD CIO N w° U 'C O O 3 a, E J a a O ? CA ? o O CO N N O O (0 C: a- > Of O a a o_ J CO W CD M N N = 0 0 r T E- O O T r J 0 N ? J 0 ? Q N W T (6 0 C Q (D N J ? z Qo a M Cn A O O C 3 D f/1 N Y a CO 0 O' 000 00 O O O 0 Z 0 U m 0 m C1 T U) U) O m rn o.. E O O m U) N Q N O O CO W c r C o ? o r T au U. N _O O _N CU U Q r? O 00 00 I O N n O O O O O 0 0 0 0 O O O O ,It 't "t V O O O O I o O r- o 'I M M It C O C --O N N N C C O O (0 o E s o 0 0 0 ' ? o` co 0 15 E 9 c 0 0 p 0 m Q N v r ?O () Cn CO CO O O o 0 0 0 E v v _ E J J a a p M 00 0 0 0 0 0 a N W a N CO M o to o r CIA r- t` to rn O CO O CO n N N O O CN C) CD 0 C, CD 0 0 ' 75 > N CO V V rh c TO > C C Cr 0? O ° a a O O ti N V) M 'E d' V N E J J o OD D CO CO O 00 CO _ O O N N N N 0 o am M o 00 m r- M M O O E r-- CO r` CO 00 00 0 0 r r J r r J O 00 n O J 0 Qj N dj _N O CO 0 C) (D 0 O N V N U V v - LLJ { n O O O d O N d T N d T > 0 03 0 (6 0 Q Q y b U CL U CO 0 0 0 0 0 O O N > ? N N 75 _ a Q a T (D CO =L U) M CD U) Cl) Co a > C ? n C) N CD 0 CD C3 C) N 4 v V <t C? 'cY 0 j a i > > Y Y x a a a U) U CD (0 O O N CO N C/) OD Q O N 0 0 0 0 N CO Q O O 0 O O O O N U ` C - C O ( O O W CO O O O O O O N 0 o Z o Z U ) U U) ~ U) ~ H O T -- N O O OD Y Ln «- O O O O O co o Q O 7 N CO V M M d' J M =5 O CO In to T M (n e1' U m V U) a) -- O O O O co to O CO O G Q O O CL 0 O a- Q r d O Q O N E C6 m E O 07 Q U U) b A U Q N C II W C U N N m N C6 >' Q O 0 L C ~ C L It O 2 O C O E L -0 LO Cl) W) Cl) + -' .O O C O Q Z o 2 0 Z v et ro 2 0 CD T 0 o° co co N S 0 0 CO o o OD OD - o 0 LL rL > C O O Q a) C - O 2 O .. N 07 .D N 0 N 'C I- CO .O a?'i m C v o H N o O v v O a E O C L 7 O E N C >, 7 N O 7 3 O w C 7 O R O U) C) Q W w0w ? U) C) Q ' W XCOU) mW l e 16 kn I- O N at a Attachment number 5 Page 67 of 123 00 O U .r C? A U F--1 a N E E E w a p C O p-I d d p CO Ul) Of LO Of m o o c n o LO T LO T N r- O I In w N w Ln t D N r n Fil h N N n N O O O O 0 0 C Q > C C7 C U > 0 1 Of N - 00 p p p a d of tr of 0 LO CO _ O O V ? LO M O O V I- LO CO CO 00 CO 00 CO CO °o 0 0 = ° ° ° ° o 0 2 o o rl N N N N N N T { r" r-- r O O 1_ 00 00 O O (0 ? CO CO CO p p m rz- OD CO CO •- 3 r- 3 .- 3 N N J J J a CO 0 0 CO Ln c} h 0 () N M O N CO 7 p 0 __ p- M O 't N N L 0 N N W . O ti Ui O Q ?? W O O O O M O > O tY M T K r r rn rn rn >, d rn CO o a m o ° o Q c Q a O O ; 0 0 0 0 0 0 0 0 0 0 0 0 N (D ? J a J s c M a rn Q 0 CO CD cn M O - (n M O U) M O LO N M O 7 C) C) V j a) 7 CD N ON V CD CD CD CD V' V 4 LO W O CD C) C) CD CD C) p q CD C:) CD CD N N N g V V' M N CO N m V d d Y IL U) U) CO 0 of O 0 O O O I N M J 0 0 0 0 OI CO ON p J 0 0 0 0 0 0 C-4 3: Cli 3: p 7 t0 N W t6 to 00 U) CO (n . E O O O O O) " 0 0 z 0 O Z -O Z U a) U ( j ~ n ~ 0 ~ H 0 0 - M TO Ca 00 :3 0 ? Z 0 00 00 O Y LO O M ' LO N M O O 00 N ? +-' 0 0 0 0 0 0 O J M M c} N M :3 U) N N ?Y M M It Cl) 7 M O O M N I N L) ? U) ( N V V <t n V to LO cl? to a Q ° a o a o a I- U Q V a U cu N cu m O U C, CO m m X CO U) U) W L. 00 N N U O C N - N C O V 7 O) ? 0 O OC _O U] O N L N O N 03 W U LO to Ca It a) 4 L CO O E M M L a E r L m to to 0 0 O Cn ° LO LO 0 ` CO to in 0 0 0 0 ` CO m m o N N 0 a CO 2 5 o y; O L 0 c U J U J 0 E o .c U o U rL o `O s c O p 0 O c - O) E O c o 0 p 0 c o 0 p 0 [? 0 p N p p N o0 -0 N 0 p N m c v p 0 p I Yxr :: n ?, m L L a E a (D 9_ O O CO O) C ? 7 E . ? n 7 O O 7 ID O >' O ?s a U) U ¢ ? ? r) U Q W? Q W- 0 b C. U U -o L' O x M E 0 cli c Q G 3 Y o ? > P O -p A N Q U .a y U U U b aU+ O O >> Q z v d ?x R ? o em 16 W) 0 O d' N Q. Attachment number 5 Page 68 of 123 O U ti A U 1--i a H i? y? IN' 11 O N 00 d U id a H H a z 0 0 0 00 N C) O C W O DD O ? U °o is O U o 0 °0 oD o 0 0 0 E a p ? M o 0 0 0 d N O N CO N N Ul) m N CM - h N O O O o 0 0 C: Cr O O O t O N ?t V CO Of CO m ui Sri p a o! O o It T LO M J 00 CO 0 0 ? 0 0 N N ' O O t0 I- W W w r r J 3 Qj _N J p O M O C 2 O O a; L6 a T O O ? o Q O 0 0 0 0 0 CO N N r t, J O a = M U ) N 0 N O 'O O O O O N CO O CV C) p V V CD CD 't ?Y Y a U ) ? 0 I N 0 00 O 0 0 0 0 0 CO Q Lri Lo W ai o o z U ? U) ~ C? LO zt? 0 0 0 0 0 0 n 04 V _ C) CD ? N W N 4 -,1- LO rr d p Q _U E CO m O U) < CM CD U ' O ( 7y 0 c m Cn (D (D O c - E ° rn o o o U LO CO r co ?? ? o -o 0 0 LL o t W E E U c 2 ° p N ED N ; m v p 1- Q 1 2 _ CD .. .. .. .. E CU T c c n U) U Q W 0 H n q c y T 0 a U U v ti 0 T > O X Cn E O td a Gq U 3 Y O U N > P O -d -o u; ¢ U .b FU+ U N U b y >, q m ? o ¢ z ? T d d ?x 1em16 Ln 4-- O 4_7 O aj P. Attachment number 5 Page 69 of 123 fi V - I . o W 4 ;a p u x z o h v, N p x ? \p \ a . 4 u ei \ ZI OU m k?38 /? paa a a ? ? ? ? ba N N N N :; N N d v \ b U o vi v n 4b' A w a sj8uieiuo3 ;o 'ON l^ V1 V1 U a Ti l0 j ` ' in y u g 0 A ? V a c v d r .= n u 02pnIS po W . Cr`' . fi 9 O 4' _ o O u E O 1108 O T C . .i ' bd p 11 ?!v (? n n u u N > o. x o ???? 3 3 z '" latsM Q V' Q N d O a a s` n u qc- > V .7 C 9 3 v 3 -dwoZ) t 3 .7 0 ? a? ? 3 a 3 O Y`` w H ' v ¢ V U A V i a? ? K ? ¢ v i ? ? a? 4 O W i ? V ? "" ~ O Q A O ? C oo ` E ?rNiw o ? D o ? ¢ I k U?oo E' C 3 ° w0 V O? U ? m p l ~ p HG?¢ ° ? 8 l •1 N o A °° 5 Y Woo o J9 s z °z d a v s o ? .. ? m ? 3 3 3 - 7 7 a o lZ ? ;Z Z 3 . I y W ? U o: C U ? U a: U ti y Wa1I .r N Cy ? ? ?O l? oo O? ? ..; : t'id% ` - •• / a" Attachment number 5 Page 70 of 123 November 03, 2008 Mr. Tom Carberry URS Corporation 7650 W. Courtney Campbell Causeway Tampa, FL 33607-1462 RE: Clearwater Exec. Air Park / 12008278.0001 Dear Mr. Tom Carberry: Order No.: F08100891 PAS, Inc. received 5 samples on 10/21/2008 11:10:00 AM for the analyses presented in the following report. Analyses are performed with method-required calibration and QA/QC samples whenever applicable. Method performance, which is based on the calibration and QA/QC samples, establishes the validity and certainty of the reported sample results. This data is provided along with the sample results when requested. Thank you for this opportunity to be of service. If you have any questions regarding this data, please feel free to call the at (813)627-0003. Sincerely, Michael F. Valder PH # (813) 627-0003 Fax # (813) 627-0582 Cell # (813) 340-8100 Project Manager ELAB, Inc. P.O. Box 468 Ormond Beach, FL 32175-0468 THIS DOCUMENT MEETS NELAC STANDARDS NELAC Certification #E83079 ..?ceArulytical Page 1 of 13 Item # 16 Attachment number 5 Page 71 of 123 The followinq acronyms may be utilized within this report: %REC Percent Recovery A Absent ABLK Analytical Method Blank CG Confluent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms DUP Sample Duplicate LCS Laboratory Control Spike (may also be appended with an abbreviation indicating spiking level) MBLK Preparation Method Blank MDL Laboratory Method Detection Limit MS Matrix Spike (may also be appended with an abbreviation indicating spiking level) MSD Matrix Spike Duplicate (may also be appended with an abbreviation indicating spiking level) P Present PQL Practical Quantitation Limit QCS Alternate source Calibration Verification Standard (may also be reported as analytical LCS in some RL Reporting Limit RPD Relative Percent Difference SPK Spike TIC Tentatively Identified Compound TNTC Too Numerous To Count Page 2 of 13 Item # 16 Attachment number 5 Page 72 of 123 The following notes may apply to analytical results within this report: Residue (solids) analysis may employ a single, heated drying process of at least 12 hours duration in lieu of employing short, repeated drying cycles, which represents a deviation from the methodology. Because the EPA-recommended holding time for pH, residual chlorine, chloramines and chlorine dioxide is 15 minutes from time of collection, these analyses are routinely performed outside of their EPA-recommended holding time when performed in the laboratory. Analytical results for ammonia analysis, or calculated analytical results depending on ammonia analysis, do not include a sample distillation procedure. A study comparing distilled versus non-distilled analytical results has been performed to document the validity of the analysis without prior distillation, and represents equivalent results for the represented project matrices. Since N-nitrosodiphenylamine decomposes in the GC inlet and cannot be chromatographically resolved from diphenylamine, these compounds are reported as a single analyte in the report. Since m-cresol and p-cresol cannot be chromatographically resolved, these compounds are reported as a single analyte in the report. The followin_a certifications may apply to analytical results within this report: Alabama DEM 41320 Arizona DHS AZ0640 Colorado DPHE FL NELAC Reciprocity Connecticut DPH PH-0216 Florida DOH E83079 Georgia DNR 955 Kentucky DEP 90050 Maine LCP 2006032 Massachusetts DEP M-FL020 Michigan DEQ 9911 Mississippi DOH FL NELAC Reciprocity Nevada EP ELAB FL-00020 New Hampshire DES 295805 New Jersev DEP FL765 New York DOH 11608 Pennsvlvania DEP 68-00547 Puerto Rico DOH FL 00020 South Carolina DHEC 96027001 Tennessee DOH 02974 Texas CEQ T104704184-05-TX Page 3 of 13 Item # 16 Attachment number 5 Page 73 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Case Narrative CLIENT: URS Corporation Project: Clearwater Exec. Air Park / 12008278.0001 Lab Order: F08100891 1. SAMPLE RECEIVING/ CUSTODY The samples were received and processed by the Sample Custody section of the laboratory. There were no significant logistics or quality problems unless noted below. II. ANALYTICAL DATA The samples were analyzed according to the laboratory's Standard Operating Procedures for the methodologies requested. There were no significant logistics or quality problems unless noted below or in the text of the report. III. QUALITY CONTROL There were no significant quality control problems unless noted below or in the text of the report. 8260 The analysis for sample MW-20 was performed from a container previously employed for this analysis, and therefore contained excessive head space. The original 3 vials were loaded on the instrument as sample, MS and MSD. The run failed and all three vials now had headspace. There were no additions sample vials to use. Page 4 of 13 Item # 16 Attachment number 5 Page 74 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 03-Nov-08 Analytical Report CLIENT: URS Corporation Client Sample ID: IW-1 Lab Order: F08100891 Collection Date: 10/20/2008 1:04:00 PM Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100891-001 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8011: EDB AND DBCP SW8011 Prep Date: 10/24/2008 2:00:00 Analyst: LMA Ethylene Dibromide 0.0061 U 0.0061 0.0098 lag/L 1 10/25/08 09:24 56692 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 10/28/200812:00:00 Analyst: ALA Benzene 0.50 U 0.50 1.0 lag/L 1 10/29/08 07:41 56817 Ethylbenzene 0.50 U 0.50 1.0 lag/L 1 10/29/08 07:41 56817 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 lag/L 1 10/29/08 07:41 56817 Toluene 0.50 U 0.50 1.0 lag/L 1 10/29/08 07:41 56817 Xylenes, Total 1.0 U 1.0 3.0 lag/L 1 10/29/08 07:41 56817 Surr: 4-Bromofluorobenzene 93.0 0 70-114 %REC 1 10/29/08 07:41 56817 Surr: Dibromofluoromethane 93.2 0 88-117 %REC 1 10/29/08 07:41 56817 Surr:1,2-Dichloroethane-d4 92.6 0 86-125 %REC 1 10/29/0807:41 56817 Surr: Toluene-d8 98.1 0 87-113 %REC 1 10/29/08 07:41 56817 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 5 of 13 Item # 16 Attachment number 5 Page 75 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 03-Nov-08 Analytical Report CLIENT: URS Corporation Client Sample ID: Eq Blank Lab Order: F08100891 Collection Date: 10/20/2008 1:18:00 PM Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100891-002 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8011: EDB AND DBCP SW8011 Prep Date: 10/24/2008 2:00:00 Analyst: LMA Ethylene Dibromide 0.0061 U 0.0061 0.0098 tag/L 1 10/25/08 09:43 56692 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 10/28/200812:00:00 Analyst: ALA Benzene 0.50 U 0.50 1.0 tag/L 1 10/29/08 08:11 56817 Ethylbenzene 0.50 U 0.50 1.0 tag/L 1 10/29/08 08:11 56817 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 tag/L 1 10/29/08 08:11 56817 Toluene 0.50 U 0.50 1.0 tag/L 1 10/29/08 08:11 56817 Xylenes, Total 1.0 U 1.0 3.0 tag/L 1 10/29/08 08:11 56817 Surr: 4-Bromofluorobenzene 92.8 0 70-114 %REC 1 10/29/08 08:11 56817 Surr: Dibromofluoromethane 95.2 0 88-117 %REC 1 10/29/08 08:11 56817 Surr: 1,2-Dichloroethane-d4 96.0 0 86-125 %REC 1 10/29/08 08:11 56817 Surr: Toluene-d8 100 0 87-113 %REC 1 10/29/08 08:11 56817 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 6 of 13 Item # 16 Attachment number 5 Page 76 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 03-Nov-08 Analytical Report CLIENT: URS Corporation Client Sample ID: MW-21 Lab Order: F08100891 Collection Date: 10/20/2008 1:43:00 PM Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100891-003 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8011: EDB AND DBCP SW8011 PrepDate: 10/2412008 2:00:00 Analyst: LMA Ethylene Dibromide 0.0063 U 0.0063 0.010 tag/L 1 10/25/08 10:02 56692 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 10129/2008.8:00:00 Analyst: ALA Benzene 0.50 U 0.50 1.0 tag/L 1 10/29/0816:08 56868 Ethylbenzene 0.50 U 0.50 1.0 tag/L 1 10/29/0816:08 56868 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 tag/L 1 10/29/08 16:08 56868 Toluene 0.50 U 0.50 1.0 tag/L 1 10/29/0816:08 56868 Xylenes, Total 1.0 U 1.0 3.0 tag/L 1 10/29/08 16:08 56868 Surr:4-Bromofluorobenzene 94.0 0 70-114 %REC 1 10/29/0816:08 56868 Surr: Dibromofluoromethane 97.2 0 88-117 %REC 1 10/29/08 16:08 56868 Surr:1,2-Dichloroethane-d4 100 0 86-125 %REC 1 10/29/0816:08 56868 Surr: Toluene-d8 100 0 87-113 %REC 1 10/29/08 16:08 56868 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 7 of 13 Item # 16 Attachment number 5 Page 77 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 03-Nov-08 Analytical Report CLIENT: URS Corporation Client Sample ID: MW-20 Lab Order: F08100891 Collection Date: 10/20/2008 2:20:00 PM Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100891-004 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8011: EDB AND DBCP SW8011 PrepDate: 10/24/2008 2:00:00 Analyst: LMA Ethylene Dibromide 0.0062 U 0.0062 0.0099 pg/L 1 10/25/08 10:21 56692 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 10/29/2008 8:00:00 Analyst: ALA Benzene 0.55 1 0.50 1.0 pg/L 1 10/29/0815:37 56868 Ethylbenzene 0.50 U 0.50 1.0 pg/L 1 10/29/0815:37 56868 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 pg/L 1 10/29/08 15:37 56868 Toluene 16 0.50 1.0 pg/L 1 10/29/0815:37 56868 Xylenes, Total 1.0 U 1.0 3.0 pg/L 1 10/29/08 15:37 56868 Surr:4-Bromofluorobenzene 97.3 0 70-114 %REC 1 10/29/0815:37 56868 Surr: Dibromofluoromethane 95.4 0 88-117 %REC 1 10/29/08 15:37 56868 Surr:1,2-Dichloroethane-d4 98.1 0 86-125 %REC 1 10/29/0815:37 56868 Surr: Toluene-d8 99.0 0 87-113 %REC 1 10/29/08 15:37 56868 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 8 of 13 Item # 16 Attachment number 5 Page 78 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 03-Nov-08 Analytical Report CLIENT: URS Corporation Client Sample ID: Trip Blank Lab Order: F08100891 Collection Date: 10/20/2008 Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08100891-005 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 10/29/2008 8:00:00 Analyst: ALA Benzene 0.50 U 0.50 1.0 pg/L 1 10/29/0815:07 56868 Ethylbenzene 0.50 U 0.50 1.0 pg/L 1 10/29/0815:07 56868 Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 pg/L 1 10/29/08 15:07 56868 Toluene 0.50 U 0.50 1.0 pg/L 1 10/29/0815:07 56868 Xylenes, Total 1.0 U 1.0 3.0 pg/L 1 10/29/08 15:07 56868 Surr:4-Bromofluorobenzene 93.4 0 70-114 %REC 1 10/29/0815:07 56868 Surr: Dibromofluoromethane 96.7 0 88-117 %REC 1 10/29/08 15:07 56868 Surr:1,2-Dichloroethane-d4 101 0 86-125 %REC 1 10/29/0815:07 56868 Surr: Toluene-d8 97.2 0 87-113 %REC 1 10/29/08 15:07 56868 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 9 of 13 Item # 16 Attachment number 5 Page 79 of 123 00 0 M O A U 1-1 vi a N a W ri H ao O ? y d U a FLL?1 L? a z 0 0 O 00 N 00 O a O ti ?-4 W O O O0O O U O C N °w U y: N U O O ? 3 w 0 a ? a N r c D cCO n a) CO h N 0 0 > ? a o! E J L 00 CO 0 0 N N N N ? O O r r J 3 Qj _N J (6 t0 ? ? n N W e CO Q m m ? J Y d = r N O CO ? !n N Y d U) ?J T o T 00 J N r ? O 00 0 O O O 0 0 Z U U) U) ~ H ? 0 Y N ? ? J O OD to N o to O CL ?_ ~ L Q_ U N CO U) N N IM M to m CO CD O LO L9 a r2 O 4 ? _ ? 0) ? (D tU E to c m > t a U) U Q w E ? d o: ? a CO T 0 o 00 00 N h N 6 0 m C tT > C? U O ? a o' J 00 00 C G C N N N N ? O O r r J 3 Qj ? J f6 t0 ? ? W Q CL) Fn (6 a Q J ? rn Y S T a r U) U) (D a 00 C tV ::D 2 N j Y 0- U) r ?o T O J r ? 00 fn ? O o Z U N ~ F- (0 O N U) 0) CO 0) J N ai a I- L CL U M CO 04 C4 CD CD w to to to O L9 CO CO J J N ? ? CL C T E m m <n U Q o ,It O O LO 00 O LO N CO N CO O O O N 0 tU E 0 ,o D 0) c 0 L W ° E v v E E a d a ° a ° a a ; t? to M t , 1* 00 ti to ti O O 0) o O 00 N I.- N N n N 0 0 0 0 0 0 rn C N C 0' > C Er > p' > ° O 2 U) Q CO d U) ° ? ° a C) 0 0 E v E v v J _1 J CO CO L o CO L CO CO C 0 0 m CD 4= ° o C, o N N N N N N LO N N 0 N N O N N ° O O (D O O t D O O t p r T J T T J r r J 3 3 3 Qj J Qj J .O . J CU (a CU - M U) C? U) Cn 10 w C) Iii w `- d ?' (n d T a T d' co o m o CO o Q ¢ Q m ° m ° m ° N N N J Y J Y = Y S M y T T r T ? t7 (n O U) O + + 00 U') 00 (D y CO C z: 7 N = 2 d C 3: = V ? N CO C) ? N M . O ? (n m O Y Y Y a IL a U) W U) CD CD C> T 00 J N r 00 J ?- r o J T O (0 Z: 00 U) 00 Cn O CO N O 0) O O o O 0) p o Z o Z o z U U ` a)) U U) H i- I- H H F- ? m m :tf 04 0 N 7 N N 7 d: N 7 d; U tO o o (1) CO m o N CO m o J t O LO Of r2 N rL to CL o_ 0- U a U Q U C) E m cu m M CO N CO U) U U) U) m m M M N N O O to cc M O to tt9 O 6 N ' O 0) - O N ' O r 00 O_ r 00 O_ U U E o o E J J 2 LL 2 tL ° Q_ M 4 ? ? ? ? ? _ ? d) ? 0) O (D N O N N E CO E m _o L L M L U U Q w uJ Q w U ) Q w to U) a Q .c Q Y U N Q M 1- o. 0 N z F C O o' 3 .o .b y v T Cd Q ? T d d ^x ? a 0 ma#' 16 Attachment number 5 Page 80 of 123 0 M O A U ?i H v? a N a O a (N O 00 00 V1 y d v id a QI H I? a z 0 O O 00 t` N W O a Q ?j 0 `• W O _ 0 0 00 y 0 N C) ° U CU a? O E ? a o: ? a rn ? LO CD LO O o rn r N 0 0 m C 0- > Co ? CL a E J CO CO CD, CD N N 00 CO N N E O O r r J 3 dj O J ° 0 W a . d T ? m o Q 75 a) J ? =L c a M U) in O LO C 3 Y a U) ?t 1-- LO m 7 - N 7 O w LO 1- 1`- O O O oR V N t,7 Ih O ? O O M O o o O O O O O V rt 'l- 't I O N CO J O 0 0 0 0 0 0 0 0 Q Ln Ln Ln Lq ONO ( O O O O O p 0 O Z rn H C Y °" o 0 0 0 o w M o 0 3 Ln Ln Ln Iq Cl) Cl) ' V m 0 O O O O cj? n O_ ? s SZ .0. E cu m w m m C r C n CO ti r- ? O N ? E C CO O 00 CO C O 2 2 o O T m Ln m o o ° - o "L o 3 ? m E E U c C N o o O 2 9 CO 4 N am Q O C O _ O V ? r 0 I- O_ T C (D N i. i i C: i N N C C L 3 N CO U Q m W l0- X Co U) U) U) E J J ° a a ° a o LO o O c N o LO O N O M r? r M h N P N 0 o o 0 c m > 6 > c a Of (n Q IY CD (1) a ° a ? o= C) O It rl- M M O O J J O O L CO oo O O O O O O O C. 2 o O Z N N N N 00 M 00 Q LT 0 0 0 CO 1I- N N O O O CD O E 1` O? o CO M O C E r- 0 r r J CD r J J J Qj O dj N ? CO ? Cp Q N U ?o oCD o0 Q ° U orn N ED o c6 o O ED - 4 T r r F O O E N T Elf a O a CO a a CO o Q Q 0 0 0 0 0 0 0 0 (D J Y J Y a z a C, M U) C, M U) n O /j O N N It d' d' V ? N N j j a act) ct) ° CO ° w f I N o 00 J O O 0 0 0 0 CO J C) C) O N ? LL L CO ' ? U Lq O O fn O O ON D fn O O O O N O O Z p Z U U) U ? ~ ~ H ?- M O M O M - +' N O U to 7 N N CO V CO N a - 7 N J LO rL to LO CL (D U U fl. Q N m CO m U) U) N (D (D N C O N O O °' O 00 o E C °0 m m 2 N ` o LQ N o 0 0 0 0 CO Cl) 17 = O ' o O OD U U 0 a) o J J c E E N LL O c N -2 M O 0 N 0) C 0 N .4 IS FC-1 (D O_ ?. C L L i_ L: C E T 7 7 7 E T Q O U) U) (j) to o U) w C Q w t a Q .c ¢ 'O U N Q z M 0 F G 3 O .D b b y T C L ? ? d wx ?o a#'16 Attachment number 5 Page 81 of 123 00 0 M O A U NN 11 a a O N 00 ? y d U a H F(?? C-' a z O 0 O 00 N 00 O O P. L+ O Cj C X O W Q) 0 0 O 00 °w U 1e a) U O O ?3a E J n. 0 a N o ?n r U.) CD O O) r- N 6 0 c z m " > a (n ) a It ? LO CO E ? ? N r- J O O 0 0 ? 0 0 N N O N N N O O O n O O t` O O W r r J 0 Qj a) J ? CU 0 0 ° ° N W <Y CO ' W ? ? m co j, Q' d) O (A O 0 Q O (D C) 0 ? J M a CD CO U) U) O C U) (3) V O 7 V N Y !L U) O O' N OO J O O O O O Q O N N O 0 0 Z U N 0 m H m ('1 ~ am 3 V CO 't C ) N CO in Q ? T E m O m Cn O N C a O N - O a) C N O CO -0 E s O ` o 0 0 7 O r O 7 O O O 'O O U. E E L C 0 p p - n! O I- U U) Q n n n CO 0 0 0 0 0 0 E v _ E J J d ° a CD C) CR o CD r` ° O co (D O CN -.1 N N In O O r 0 CD CD r Cl) r M h N h N 0 0 0) 0 C Z > N CO It M C > 6 O' Cn U) M a o! o! C. O r- In M J J o O L O CO L 0 0 2) o o N N N N N N M O O 00 CO I-- N N O O E 1- cO n O 00 00 O O E r r J r r J J J N O 0 a) ? CO CO D C) m W CD ap 6 o. m W T Q.' T O O) N T ' 0 CL CO o CL (6 - 0 Q Q C) OD tl- CO W N M M a Q O C) 0 C) 0 0 ; O O > O = o a Z o d U) M M p LO o LO y ? ? o 7 O N o 0 0 0 C) N V V d' d' a) O O v N j Cn M Q Y Y (n CO z O O f N U CD 00 O O O O O O C. O O O Lq C) X 0 0 0 N ` I N ` L ap (n O O CO C) 0 0 0 O O a) O o Z o Z U N ~ H W -FU -CO r +-' CO O N M 00 Y CO +-' O O O O O f-- CO C O U N (14 V CO V' M J O 7 LO LO lO UO C') M N O ) (D m CO U) (D O O O O to Q p a p 7 o Q U U O CL N M cu Ca cc CO O Cn U U aU+ U II O a) C m a) (U O N ? N L ? O N (6 O O a) a) Q 00 ° E s 2 m m Q E ° 0 o O CO CO ° a 0 0 o w m LO CO O O p r m m a) T p u a) E E U C a) 17 O 75 E E C 229 N C ,.O 1622 0 N m CV N •C m _0 d v C C5 N T C E Ca N C L C 7 7 7 7 E O G C L L O C L 7 p R b Q 7 0 CO Q u °C/)U) (OU) U a inT X`?`? a ' j l em # 16 M O N_ a, a3 a Attachment number 5 Page 82 of 123 0 M O A U vi Q-i a Nw Iy? W O N 00 COD ZS U d U a Q? F !1?y 0 0 0 00 U- N (b O O a Q O I 0 Q _ 0 0 00 U O O 00 w°O Yr a? ^ O O ? a E J a ? a O O o LO O CD CO N 0 0 z CO C > Of Cn ? d LO CO r r J O CO L 0 0 (T N N O) 01 N N (0 r-- 0 0 M 00 r r J Qj O 0 J (Q CO O O LU I- CO 8 m o Q O O of J M o d M Cn n O to a) C) (D C (D ? Cl) O Y a U 0 ? I N O O _l O O C, 3: ? 00 U) O O 0 Z U rn U (u H CO 0 Y tp = 0) M J to O M CO m CD N rL U) CL ? L a .0 E (V n CO a N C CO W CO CO O L O O N O W) O to O m m o a r L U C (u ? 2 N O N ? N r f- E CO U U Q U CO O o 0 0 0 0 11-T 'IT J J a a ? ? O O O O O O r N o LO LO o to LO O) r O) r O O) O O h N r- N 0 0 0 0 C CO z z6 ; N N ?Y M M M U a of O O V lh N M O O V I- CO Cl) J J 00 00 L 00 00 L to o °o = °o CD N N N N N N G O O N CO 1-- N N O) O O O CO h 0 o E I? (D rz- W 00 00 c c ? r (D ti M CO CO r r J r r J Qj O J Qj U 0 f0 CO f0 (0 Q to 'IT N N? N (O O.. fN U V N N V N LO N 'N Lu ? CO I-? 06 I? O •y W W O Ih 6 1-: CF) (n CT) rn CA 0) C» M a CO o d m o Q a CD O C) O O O O O O o 0 0 ; m m = c a i s a ct) U) M M CD U) O 3: 2 N N V 7 dt Vt 2 0 0 C) ' CD CD - CD fA w fn ( 0 N N d t V V > a a U) CO O ? O f 04 ? N o J O O O O O O 00 0 p O O O O CO ? t ( O t O 00 (n O O CO N N O O O N O Z p Z o CO w m m C3 Q 00 O M ? CO '-• CO O (A O O (f) 7 N N V M (M N N N 7 Cl) CO CO 00 N O CO CO J J N O LO Q Q Q d U U N m m , U) U) (D "t N V C 00 O C 00 CD O to N to 00 C O Do N 00 O m 0 E L m CO L E L m to O T T 2 O N U U o o o N CO - o -o J J d E E v 0 c J J O E E U c o p Q) C N 2 CY1 0 ?_ CV CD O C p N m- N O a) O C (D V ? ?- h (D O N N V? F CL v >, Q .. 3 .. .. .. a C L N .. .. .. .. c s U) Cn U U o Cn ( I C U U Q LI (n U Q n n n LLI a Q 0 Q 'D y U N Q z r; O cli 3 O .O b N U N T C Q L >, ? d wx ? ? o 1 e a l6 M C- O N a Attachment number 5 Page 83 of 123 v, U a? in Q N W 94 [Q Co -Ei L' ct$ M o O U E Q H V Co A. r zd a- ? Q , E,f, v? C4 a ; 0 U x z u p O. ?:. as r U 0 m F ? t7S 7 . w Ch CN % w° ° D \ N %10 ? CV ? \ +3 ?1 \\ ,'? w ° a. w w w 0 D? V J \ A U a pa?sa ??? W ? N N z a i ?b b s 1?1 ? a s'i ~ U O CJ vi 146 je b r 4 A o \( slaulelUOD fQ 'ON C ° V a E ." a2PnIS g ? v U F ? o Q U a`i O (tog O ° V U > m° o II II II II II .Itb' C7 P. O (saPo?. F??I z a M ^' .ta1EM O W ? ap H E i ? .. ge.uJ V ?D c w - 3 9 3 m b N •dwoZ) W 4 O v ?? p v w o rl r .? o (? "' i_V N to m q V N a 3 N L U- a F A 0 Cn 0 00 cX V Li o r, 4 O w l 1 ro i . E {b? •-I RS ro a7 (30' Z 000 0 1 s S j E q o . . V) z z z az C U ? o ' a a o a .. d rn ? Cia v ? °D ? La IDQ U C . 5 9 , a C? w Co w v - C a v A wa?I •.• • -i N M In P.6 C- OC I' I r x w 0 CY N a TO rn W r? F ? AID vi tV N A O D lb? ti N M eF Vl b t? 00 O? ? .-i N Item # 16 W Attachment number 5 Page 84 of 123 November 06, 2008 Mr. Tom Carberry URS Corporation 7650 W. Courtney Campbell Causeway Tampa, FL 33607-1462 RE` Clearwater Exec. Air Park / 12008278.0001 Order No.: F08110088 Dear Mr. Tom Carberry: PAS, Inc. received 2 samples on 11/5/2008 12:45:00 PM for the analyses presented in the following report. Analyses are performed with method-required calibration and QA/QC samples whenever applicable. Method performance, which is based on the calibration and QA/QC samples, establishes the validity and certainty of the reported sample results. This data is provided along with the sample results when requested. Thank you for this opportunity to be of service. If you have any questions regarding this data, please feel free to call me at (813)627-0003. Sincerely, Michael F. Valder PH # (813) 627-0003 Fax # (813) 627-0582 Cell # (813) 340-8100 Note: This report was printed and authorized by Project Manager ELAB, Inc. P.O. Box 468 Ormond Beach, FL 32175-0468 THIS DOCUMENT MEETS NELAC STANDARDS NELAC Certification #E83079 Martha Montero Page 1 of 10 Item # 16 Attachment number 5 Page 85 of 123 The following acronyms_mav be utilized within this report: %REC Percent Recovery A Absent ABLK Analytical Method Blank CG Confluent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms DUP Sample Duplicate LCS Laboratory Control Spike (may also be appended with an abbreviation indicating spiking level) MBLK Preparation Method Blank MDL Laboratory Method Detection Limit MS Matrix Spike (may also be appended with an abbreviation indicating spiking level) MSD Matrix Spike Duplicate (may also be appended with an abbreviation indicating spiking level) P Present PQL Practical Quantitation Limit QCS Alternate source Calibration Verification Standard (may also be reported as analytical LCS in some RL Reporting Limit RPD Relative Percent Difference SPK Spike TIC Tentatively Identified Compound TNTC Too Numerous To Count Page 2 of 10 Item # 16 Attachment number 5 Page 86 of 123 The following notes may apply to analytical results within this report: Residue (solids) analysis may employ a single, heated drying process of at least 12 hours duration in lieu of employing short, repeated drying cycles, which represents a deviation from the methodology. Because the EPA-recommended holding time for pH, residual chlorine, chloramines and chlorine dioxide is 15 minutes from time of collection, these analyses are routinely performed outside of their EPA-recommended holding time when performed in the laboratory. Analytical results for ammonia analysis, or calculated analytical results depending on ammonia analysis, do not include a sample distillation procedure. A study comparing distilled versus non-distilled analytical results has been performed to document the validity of the analysis without prior distillation, and represents equivalent results for the represented project matrices. Since N-nitrosodiphenylamine decomposes in the GC inlet and cannot be chromatographically resolved from diphenylamine, these compounds are reported as a single analyte in the report. Since m-cresol and p-cresol cannot be chromatographically resolved, these compounds are reported as a single analyte in the report. The following certifications may apply to analytical results within this report: Alabama DEM 41320 Arizona DHS AZ0640 Colorado DPHE FL NELAC Reciprocity Connecticut DPH PH-0216 Florida DOH E83079 Georgia DNR 955 Kentucky DEP 90050 Maine LCP 2006032 Massachusetts DEP M-FL020 Michigan DEQ 9911 Mississippi DOH FL NELAC Reciprocity Nevada EP ELAB FL-00020 New Hampshire DES 295805 New Jersey DEP FL765 New York DOH 11608 Pennsylvania DEP 68-00547 Puerto Rico DOH FL 00020 South Carolina DHEC 96027001 Tennessee DOH 02974 Texas CEQ T104704184-05-TX Page 3 of 10 Item # 16 Attachment number 5 Page 87 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Case Narrative CLIENT: URS Corporation Project: Clearwater Exec. Air Park / 12008278.0001 Lab Order: F08110088 1. SAMPLE RECEIVING/ CUSTODY The samples were received and processed by the Sample Custody section of the laboratory. There were no significant logistics or quality problems unless noted below. COC showed a collection date of 11/05/08. The actual date of collection is 11/04/08 per Bruce Crater of URS Corportation. II. ANALYTICAL DATA The samples were analyzed according to the laboratory's Standard Operating Procedures for the methodologies requested. There were no significant logistics or quality problems unless noted below or in the text of the report. III. QUALITY CONTROL There were no significant quality control problems unless noted below or in the text of the report. Page 4 of 10 Item # 16 Attachment number 5 Page 88 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 06-Nov-08 Analytical Report CLIENT: URS Corporation Lab Order: F08110088 Project: Clearwater Exec. Air Park / 12008278.0001 Lab ID: F08110088-001 Client Sample ID: MW-20 Collection Date: 11/4/2008 2:37:00 PM Sample Description: Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 1115/2008 8:00:00 A Analyst: ALA Benzene 2.2 0.50 1.0 pg/L 1 11/05/0816:33 57048 Ethylbenzene 2.8 0.50 1.0 pg/L 1 11/05/0816:33 57048 Methyl tert-butyl ether (MTBE) 0.50 u 0.50 1.0 pg/L 1 11/05/08 16:33 57048 Toluene 300 2.0 4.0 pg/L 4 11/05/0818:11 57048 Xylenes, Total 2.0 1 1.0 3.0 pg/L 1 11/05/08 16:33 57048 Surr:4-Bromofluorobenzene 94.7 0 70-114 %REC 4 11/05/0818:11 57048 Surr:4-Bromofluorobenzene 96.2 0 70-114 %REC 1 11/05/0816:33 57048 Surr: Dibromofluoromethane 95.1 0 88-117 %REC 4 11/05/08 18:11 57048 Surr: Dibromofluoromethane 94.8 0 88-117 %REC 1 11/05/08 16:33 57048 Surr:1,2-Dichloroethane-d4 97.2 0 86-125 %REC 4 11/05/0818:11 57048 Surr:1,2-Dichloroethane-d4 98.2 0 86-125 %REC 1 11/05/0816:33 57048 Surr: Toluene-d8 97.7 0 87-113 %REC 4 11/05/08 18:11 57048 Surr: Toluene-d8 100 0 87-113 %REC 1 11/05/08 16:33 57048 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 5 of 10 Item # 16 Attachment number 5 Page 89 of 123 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 06-Nov-08 Analytical Report CLIENT: URS Corporation Client Sample ID: Trip Lab Order: F08110088 Collection Date: 11/4/2008 Project: Clearwater Exec. Air Park / 12008278.0001 Sample Description: Lab ID: F08110088-002 Matrix: Aqueous Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS Benzene Ethylbenzene Methyl tert-butyl ether (MTBE) Toluene Xylenes, Total Surr: 4-Bromofluorobenzene Surr: Dibromofluoromethane Surr: 1,2-Dichloroethane-d4 Surr: Toluene-d8 SW8260 PrepDate: 11/512008 9:00:00 A Analyst: ALA 0.50 U 0.50 1.0 pg/L 1 11/06/0813:08 57057 0.50 U 0.50 1.0 pg/L 1 11/06/0813:08 57057 0.50 U 0.50 1.0 pg/L 1 11/06/0813:08 57057 0.50 U 0.50 1.0 pg/L 1 11/06/0813:08 57057 1.0 U 1.0 3.0 pg/L 1 11/06/0813:08 57057 93.0 0 70-114 %REC 1 11/06/0813:08 57057 96.4 0 88-117 %REC 1 11/06/0813:08 57057 99.1 0 86-125 %REC 1 11/06/0813:08 57057 97.5 0 87-113 %REC 1 11/06/0813:08 57057 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier Code Key: Page 6 of 10 Item # 16 Attachment number 5 Page 90 of 123 00 0 b O A O N? 11 O N V1 y a? a N H a E J o: 0 ry N a T M O h N 0 o m c z > 0? U m Of 0 D- ry J L 0) O CO O O 0 CD N N t0 t` E T T J T T Qj N J 0 Q ? U LU a m a m N D! U ?i v? a 0 O O 00 r N C) O N_ 0 O V N 0 W O a, G Y 0 (5 U °w U S.i Sr O U I? w QI J Y = o U) M N to C) .C O ZD CO CO Y a 0 O Q to CO O O Z U CO m C? Y CO Ca n ? ? Ln T ? p. _U N m CO 00 CO V et n - 42 Ln m m (D 0 a) Q a E N LLT U) U Q 7 I-- LO M O CO CD h ? M M 40 O O N 00 N CO M 00 M M M M O O O O O O O O V It -It 7 O O O O O O O O O LO LO LO Lq O O O O D D D D D O O O O O I- CO 0 0 LO LO LO LO M CO CD Cl Ci C. , a v O C W C ~ C L Q) ? O N E C O r O 7 7 O o W O C) O C U c o o p 'p aCi O H Co -0_ N O C O C O d r f N >. O C ` `- '- w ':3 C) M W H X U U CO U E J IL o: 0 a T N o T M T M O I? N 0 0 c z > Of U CL J .C CO CO 0 CD N N E T T J r T Qj O J 0 CL se C) a) T ui a C Q 13 J Y =L o U) M N ? O C O Y Q._ U 0 ?I N 00 -j N z CO fn -O O O z U U) rn ? ca C1 CO N J Ln ? Q ? Q U CO CO U 00 CO LO N LO W) U U J J O ? N E m U U Q E J 0 IL o! 0 a °a T 'C? M O Cl) 04 h N ° Q (0 c ' > U CL O O T ? LO Ce) O O J C CD CD N N I? CO 00 00 ? n co r m N R E T T T T J > N O J 0 0 <t M v m 0 w a y U O vt O O O O O 'in- W ° M rn rn rn > Cr rn a Q O C> 0 0 0 0 O O J Y 3 . o CO M O Co 0 0 0 0 0 '-' U') N O N N d' It ?T ?t C ?: O N N D U) W Y a U O O O O O O O OI ONO J C) 0 t O L O O O ? 3 O O O p O Z U ~ H m N CD CD ? V" M M CO ? CD M N U) CD LO CL D ~ U Q Lp O 0] U N a) C Q C O N ? O O E L M O O 41 O O C C O p 00 C O U- C N O O 0] Q N N Q b N C) 4 o r i-- Q) N (D C) C _s 41 ?' 7 i i i 7 7 7 L: 7 E E ._U N >' O W 'O CO CO CO CO Q w o II a A 0 Q U A 0 z C O C OCi 3 O A -a d d b ?m'# 16 O O C` N OCO P, Attachment number 5 Page 91 of 123 00 0 O A U F-i a /'1N 11 O a N? o N 00 d U F H y? 0 0 O Do 00 00 O O tl a S•i a U 0 W O Lal 000 N U O N ° ? O Y [? U i O O E J 0 a. o: 0 a ? O t} o r ? M O r N O O G 0 > U D IL v r, ? E J L w O 00 O = CD o N N , m o CO Q0 r E r -- ao co co r r r J 3 Qj O J ? N C Q T U N CO CO m > CO 00 a rn o i CO o m o 0 0 0 m J Y Z o U) M O O O O O C ?j 3 V V V V Y a 0 J o 0 0 0 Q U 00 a o Z U Q)) ~ ( m C1 N M M M ? ? try Q D U C t1 _ E cu (p m U) U) Q c c a O (D C C n M O Q O N E L r 2 O O r 7 O 2 co CO O O = O a LL E O L E U C O O C? S M , .O N O V 0 - ?- O_ T .. .. .. .. E U) Q U) U) U) U) J J a o CK M'IT 0 0 0 0 d a V N N 8-1 r V r N M r M M O O I- N N O O CF) M N l C > ct CO C ) M G Q. > or U w in d d 0 w o ° v r` V v {- r E r r J J L L 00 CO = CO 00 = O O O O O O O O N N N N co = M 0') CD CO r-_ 00 m _ m C? OD r E 65 W F- to ti 65 E r-- CO r r r J r r J r r O O dj O J dj N J C p 0 C)- N U rn o M M (Q Cl Q W U d o (p LU (6 Oi t-- 00 O O J, 0? M 0) 0) a) d T ? rn 0) CO 8-1 Q C) 0 0 0 0 0 0 0 > -? Y J Y z o a ct) i o c n M M LO (D 0 0 0 0 0 0 ?5 DIY N C O N N 4 Vt -t j- C O N j N M Y Y U) U) CO C' 04 00 J C) 0 0 0 0 O ' 04 00 0 C) CD O O CDC) 04 Q o C 3, Q (( o (0 Z> o N U) 2i o 0 0 0 Z O o Z O U U N ? ~ ) ~ I > > > > > C M 7 M N M O M M ? Y h 7 0 0 0 0 0 r- ? l I U) t M M <t M M (() M ) M C Cn C, (1) M O O O O O rl- Of ( Q oo_ o O_ U Q U CO CO m U) rn 0 W C O in N N L O C ~ N L C C .. .. Cl) 4 E L (n LO -O E O p O O O O i CO O O 7 m m C C 7 V' N E E U C N 7 -E E E C (D N O p 0 N m L N 0 C .O (D 'C 0 O p H m L N a) N V r {- O C c: .2 N N N V Q ?, L i i i i O.. G T N N L T CD .. .. E6 ( C L 3 O 7 7 _O C C >` rL-7 N 7 7 rn Q LL1 Cn (n In Cn (n U Q CD I a) U) CO CO W 2 F- X I1 a Q 0 Q b .0+ Q 0 z C 0 co G O 3 O -o T L ? ? GJ b CS a O m' 16 O 0 W N oq a Attachment number 5 Page 92 of 123 00 0 b O A U H a E"{ I? C a o N 00 a? i+ y O H ?I z O O O 00 N 00 0 O r4 0 U ? W 0 00 00 C) O O ~ ?[dd 00 ? it O .i.. V ? 3 a E J a. a 0 a a N o M O n N O O c o' > CK U) a a N M E r r J L CO 00 _O O O = N N 1D ?O co r E co r J r r 3 J Qj _N CO o .N U W 0 N LU j O M a CO O O N J Y o CO N O O O O C Y a ° OI CNO J O O 00 fA O a) 9 U) N ~ F- C'J CO C) Y J n O :3 CO C) (D Ls LO CL D U CL E c o m v a to LO n LO r LO N o m 00 2 II U N c Q 0 ? 0 C N r N 0 O F- 0. E U) C U >1 Q E E J ;J a a N C-4 CN M O M O h N h N - c z FU > c v > in in IB IL CL O O V I? to M O O c1' Ih V) M O 00 .2) = O O = O O O O O N N N N <O ?O _ O O O c0 h O O O CO O~ E 1? M? co co M E I-- O ti co W W r r r r J 3 r r r r J O N N 0 J dj 0 4,? CU 0. M U CO M 00 Go M O y U O? CO M N 1- T w O ? .. N O O a a { O ? (D T w T ? F 06 - ? = a a = o Q a 0 0 0 0 0 0 0 0 0 0 0 0 > J Y J Y = o U) M 0 U) Y O 0 0 0 0 0 0 N O to O 0 Co 0 0 0 0 C 2 N N V' V V ?t E N N V V V V :D CO CO N > a D - CO U) O O 3 ° ° C' CO 0 0 0 0 CD W J C) CD 0 0 0 0 Q Q 00 f/J O O 00 O O U) O O O Z ? Z 0 0 ~ H ) TO O O O O O N O O O r, N V M M D N N d' M V M U) LO N J N rv, L CL D d U Q O E E m CO m m m U) U) c N Q O d 0 0 m a o CO o C "O N C ? I- N h LO .-. C co CO 0 .6 O O E L -0 s E 2 O N r O _ O 6 lf1 O 0 0 ° 0 0 0 U U m ? o o c - o CO o O O O N J J c V O o o 0 LL (D o U E c: p a i p a aa) 0 N m ? N 0 N M Q CV 0 0 m _ v - F m m m v D - O F CU CO 5 U Q 0 CO U) U) U) to Q 0 U) CO U) U) LU w a A 0 Q m N A O 1- 0 bA a 0 z 0 3 .n -o b c Q d d b m' 16 Attachment number 5 Page 93 of 123 00 O 0 A U H NN ??yy a O N 00 a? -N a V y? a z O O i O 00 C` N C> O O 44 w Q Q 0 0 LL O P, 00 OO Y ° U o °w U L Q v V ? Pr Co 0 0 0 0 E .J p CL o! p I- o 0 0 0 u`r' d N n r- CD : 0 N V M N r- N 6 0 N CD 0) _ C a, > N N CO V M 0 p a orf 0 o v ? M M J L CO O O o o O N N ?, Icy t0 ? co O O O co E i-- co r- co co co J aj O p p a N U O O N N N M a is o CD 0 0 0 0 0 am J Y M Q a O cn M ?j O In m 0 0 0 0 0 0 'E ? N N 'ci' V V :D U) Y a U) 0 ° ? CO J CD CD o 0 0 0 p CO C) 0 hi 0 O Z U ` a) U) ~ H N CD C) M ' ? N N V d M N CD ? Q p T Q U E m U) ? CO CD o O. N t N O C a) O aS E s r O r 2 p 7 O 2 co CO - =, O 'p O O O s N LL CD U_ E E c ? o O p N m m > (D v p H n s .. .. .. .. E Ca C > U Q W H to CO U) U) a Q 0 a Q b U Q 0 z 0 c 3 0 v U :1 C Q L ? d v w x Y ? d v ca ? o maw 16 O 0 O bq a Attachment number 5 Page 94 of 123 U 6 ? = r ? °? v; '*. (rye tub bX ,v a 3` (? ¢ ?6 ?72 d ? d a 7 u -a rz a?A H ? a z To rAy? w ?S ? ^; U x ? z O • ;o Owl .n F A a \ . \D CN vJ v1 E A. \ ? ? W u d J 0 q A b a ? _ W ? ? a ? ? y A ?i als ? ? anba ?f3 b 04 X v S as .? o a U O o a vi rc h/e4b $ r , I slauteluo3 ;o 'ON +C N e Ja l N] o p q A V All) a$Po1S , Y ? c; ' v r" .a ¢ id 0 A Dos 4`~' > l O J.rv ? I > 0 a ? (-po o J0E d ° X M E >i c q¢i V 7 ? 3 3 3° 3 'dwo? L v ? ???? ? 3 3 a o 1` lac c5 ? g 3 y ?' O F Q V Q U U Q G?? vii a E-' 1 V Yo h ? ? r 00 I MQ O w ? ? ( ? a t? of a U .r~ oo ? ? ? ? V `?` Fo b ? V $ ? x c 1 A z W Co t 00 z T z z z a z o o^ ti Oa V d .. ? ° p .. ? w ° J i-4 v -i ! 4% v ? 1 : wi a u %6 , t-.: ii 06 L a b c? a?+ O V a w 3 z H a y A lciii it Iv Attachment number 5 Page 95 of 123 APPENDIX C MONITOR WELL CONSTRUCTION LOGS Item # 16 Attachment number 5 m 0 J w / 0 0 UU / N 0 O 0 i O a o? ?E >a u S X ly N N E 0 3 0 o > 00 U / E U 0 O O O p a I ?00 ?O 00 3 N o, i? X O Z N E O Z O 3 .- 00 O J T URS Corporation Southern WELL 7650 West Courtney v v Campbell Causeway Tampa, FL 33607-1462 CONSTRUCTION LOG No. 00000002 PROJECT NAME: Clearwater Executive Airpark WELL NUMBER: MW-21 WELL LOCATION: LOCATION: Clearwater. FL SITE MANAGER: Bruce Crater WELL ELEVATION: 70.22 feet DRILLING CONTRACTOR: Preferred Drilling DEPTH TO GROUNDWATER: N5 feet bgs DRILLING FOREMAN: J. Hardison DATE:1 0-1 6-08 JOB ID: 12008278 DRILLING SUMMARY MANHOLE SURFACE DEPTH OF BORING: 13.5 feet TOTAL WELL DEPTH: 13.3 feet BOREHOLE DIAMETER:-8 Inches ANN ER/ PACK DRILLING METHOD: Hollow Stem Auger WELL CASING WELL CONSTRUCTION MATERIAL / ANNULAR PACK: Concrete/Neat Cement SEAL: 30/65 Silica Sand SEAL 0 5' FILTER PACK: 2030 Silica sand / WELL CASING TYPE: Schedule 40 PVC O p O °°°p DIAMETER: 2 inches 00 po OC ° 0p00oOp 13 5' 11 ° 0 ° p 0 . SCREEN 0 0 0 0 ° °°° SCREEN j 000 0oo TYPE: Schedule 40 PVC °p°° °° °° OO o ° o p DIAMETER: 2 inches 00o 000 FILTER j °°° ° ° °0° ° p SLOT SIZE: 0.010 inches PACK 7 O to ° / j oo°° 0 o°o° \ 9.5' POINT TYPE: PVC -- - °° o ° / 0 0 / CONNECTIONS: Flush Threaded 0:0 0 000 0 00 00 ° °°° o p0o 0 . ° pOp COMMENTS 0 ? 000 °p ° / ' .oo 0 0 00 BORE- 00 HOLE op pp° o0 o pp ° OQ° O p°O ° °°° 0 00 °p° ° 0 5' POINT / O O p O p 0 0o p°p . Item # 16 Attachment number 5 n.-..._ n? _r n ?o 3 U 0 J z 0 U z 0 U W 0 a U co co 0 0 N o0 a _ c 0 0 >E U N ? L X U N O 3 O O T N ? U Y O ?o a? N 00 0 3 N 0, i? X O Z N E o Z io O 3 .- o ?o ? J URS Corporation Southern West Courtney LL Campbell Causeway Tampa, FL 33607-1462 CONSTRUCTION LOG No. 00000002 PROJECT NAME: Clearwater Executive Airpark WELL NUMBER: IW-1 WELL LOCATION: LOCATION: Clearwater. FL SITE MANAGER: Bruce Crater WELL ELEVATION: 70.19 feet DRILLING CONTRACTOR: Preferred Drilling- DEPTH TO GROUNDWATER: -5 feet bgs DRILLING FOREMAN: J. Hardison DATE:1 0-1 6-08 JOB ID: 12008278 DRILLING SUMMARY MANHOLE SURFACE DEPTH OF BORING: 40 feet / ,:..:. . .::.. TOTAL WELL DEPTH:_39.6 feet \ BOREHOLE DIAMETER: 8 inches ANNULAR PACK / DRILLING METHOD: Hollow Stem Auaer j 26.6' WELL CASING WELL CONSTRUCTION MATERIAL / ANNULAR PACK:-Concrete /Neat Cement SEAL: 30/65 Silica Sand SEAL 2.0' FILTER PACK: 2030 Silica sand / WELL CASING / o0 o ° o00 000 0°00 \ TYPE: Schedule 40 PVC / ° ° °°° °°° 0 O ° Or 0 °°° 0' 40 1 DIAMETER: 2 inches / o O0 °0 0p0 o°0 . O00 . \ ° °°° 0 ° °°° 0 SCREEN .00., 0 00 °°° \ SCREEN j ' -1 0 o00 TYPE: Schedule 40 PVC 0 0.0 0 0' ..'00, / °°° ° O0° ` DIAMETER: 2 inches O 000 °°° O 000 °°° FILTER / o ° ° °°° ° / SLOT SIZE: 0.010 inches PACK 7 ' O - °O \ t o°oo 0poo / 9 5' POINT TYPE: PVC 0 0° ° 0°° / 0,00 0 0 O O CONNECTIONS: Flush Threaded Op0° ° p00 ° ° 0?p °O° \ 00 000 COMMENTS / °po 000 / ° BORE- ° E?? \ oo O° q 00 0 HOLE ) o00 0 o°° "01 / POINT 0° 0 0 0 0 01 °°° 00 1 0 0, 0° 0.5' 0 0 0 0 ° ° 0 0 ° Item # 16 ___ Attachment number 5 Page 98 of 123 APPENDIX D VAPOR/LIQUID SEPARATOR DATA Item # 16 08/12/2008 14:59 7275624755 ENG ..?? ?? vi.?uN wenua ?,t•oy (727)210-9845 CROY DUAL=wPHASE ENVIRONMF-NTAL EXTRACTION UNIT AttachmjWb% Page 99 p.2 MODEL "V" SERIES MODEL "V" SERIES IS A PATENTSKID MOUNTED DUAL-PHASE EXTRACTION PACKAGE USING TWO ELECTRICAL DRIVE MOTORS TO PROVIDE AN EASY TO INSTALL MAINTENANCE FREE COMPACT DESIGN, UNEQUALED IN QUALITY AND SUPERIOR WORKMANSHIP THAT ASSURES YOU THOUSANDS OF TROUBLE-FREE HOURS OF OPERATION FOR APPLICATIONS REQUIRING CONTINUOUS, QUIET OPERATION, COMPACT DESIGN AND ENVIRONMENTAL COMPATABILITY. THE UNIT MINIMIZES THE WORKING LIQUID REQUIREMENTS, POWER CONSUMPTION, NOISE, AND PROVIDES 'EFFICIENT OPERATION FROM 10 THROUGH 350 SCFM FOR VACUUMS UP TO 29" HG AND PRESSURES TO 40 PSTG. CROKPUMPS --- A 35 YEAR RECORD OF DURAOILITY, FCOIVOAfy QUALITY ANN OUTSTANV I NG ON-TNf-.I48 PERFORMANCE vapor "Puffing ?4Wagerdotion and vapor 3930 TAMPA, ROAD • OLDSMAR, FLORIDA 31677 USA " (313) 855.9471 (813) 855-70198 • FAX: (813) 855-6892 NATIONAL, WATS: 1.800-760-4.100 41?k-5!17!'6 Item # 16 08/12/2008 14: 59 7275624755 ENG Attachmrnbe? ,y (727)210.1$45 Page l0p3 3 CROY (D DUAL-PHASE MOIDIEL ;Y„ SERIES REMEDIATION PACKAGE SYSTEMS TEFL / SINGLE OR THREE PHASE I TWO MOTORS Ideal for applications requiring continuous, quiet operation, compact design and environmental compatability. Minimizes working liquid requirements, power consumption and noise. Provides elftecient operation from 10 through 350 scfm for vacuums up to 25" Hg and pressures to 40 psig. BASIC SYSTEM INCLUDES: • Oil-free close-coupled liquid ring vacuum pomp. • Nornirial operating range for liquid ring vacuum pump of 10 to 354 cfm for vacuum to 291,14g and Pressure* up to 40 PSTG. Pre-engineered and tested skid mounted system constructed with 114" diamond plate steel. • High reliability, low-maintenance mechanical seals standard on both liquid ring vacuum plump anti double volute centrifugal liquid transfer pump. • ErWironmerttal friendly, 3 oo% oil-free design of liquid ring vacuum pump. • Quiet operation, as low as 62d8(A) , . Ease of operation due to self-priming capability of both liquid ring vacuum pump and double volute centrifugal liquid transfer pump. Standard corrosion-resistant design of complete dual phase remediation package. • Close-coupled design of the liquid ring vacuum pump allows the rotor to be direct mounted on the motor shaft eliminating the need for couplings and Melts problems and associated alignment and wear , • The pump housing for the liquid ring vacuum pump and centrifugal liquid transfer pump is'directly mounted to the motor housing, eliminating the need for alignment, Use of bronze impellers, together with ceramic or cast iron part plates improves eorroslan resistance in the liquid ring vacuum pump and the centrifugal liquid transfer pump. Stainless stool construction is available for more critical apptications • Heavy-duty construction of the liquid ring vacuum pump allows the unit to withstand the high stresses associated with liquid carry over from surges in the wells and collection piping. • Standard mechanical sea) virtually eliminates leakage to the surroundings and reduces maintenance, and will not require the periodic adjustments associated with pacl'ed stuffing boxes. Seal-liquid consumption is very low, plus closed-looped recirculation, further reduces operating costs • Standard mechanical automatic self adjusting flapper float in patent Separation tank OPTIONS INCLUDE: ? Traller mounted with spring Suspension- highway speed Stainless steel construction of liquid ring vacuum pump available for more critical applications + In addition to the standard package systems, custom engineered packages are available on request, VI;R-5117196 IN THE !NTERES`t OF Pf,ODtlC-r IMPROVEMENT SPECIFICATIONS AND C (=SIQN SUBJECT TO CHANGE WITHOLiT #amt# 16 ,u 0811?/2008u?14:59?s?ua Lroy24755 ENG Ptttge 101 ?3b% (727)29Q-9845 p,4 [ CROY DUAL PHASE EXTRACTION UNIT"I water (M ?I eait? M liquid liquid ring ?evcl Unit [K] ?',?acuum pump Vapor discharge [0] Qgection seaalant water fll FR PO rec ry lank k vapor ter separator R as on roof [ eci INI ?(Otor3 phase] centr' --?sxeel deck gal pump lbelt guard igiuid discharge if] vapor j liquid Sieparailon 'tank ti] (E) height to ceneer of collection pipe 19" (9 height to center of discharge pipe 24" LA b i t , ?j L)VL ?.! A6 ti) Item # 16 Attachment number 5 Page 102 of 123 APPENDIX E ESTIMATED INFLUENT CONTAMINANT CONCENTRATIONS Item # 16 a ¢ a M. 3 u' a N a m a 0 a m 3 rn 'a r 3 ,a n a ui a a M r a N a 3 ¢ N O O O O O O o 0 0 0 0 . . . . C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - N 0 0 0 0 0 ,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 C. O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O r 0 0 o 0 0 0 0 0 0 0 a o. 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 'r 0 0 0 0 0 0 0 0 0 o r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O r O 0 c o o 0 0 0 0 0 0 0 0 O 0 0 0 0 O 0 0 0 0 0 .0 C D 10 0 0 10 1- 0 0 0 0 0 0 rte. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 10 0 o o o 0 o o o o r o 0 . .. o 0 0 0 0 0 0 0 0 o r o 0 0 0 0 0 0 0 T' c o o 0 0 0 0 0 0 r o 0 0 0 0 0 0 0 0 0 0 o r o 0 0 0 0 0 0 0 0 'r.. c c 1- 1- O O O O O r O 0 0 0 p O 0 0 0 0 0 r o 0 p 0 1- 1- - 1- 1- 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- 1- O o 0 0 0 0 p p 0 0 0 rn 0 0 0 0 0 0 0 .- 0 0 0 0 0 0 0 O O O O r 0 0 0 O O O O O O O O O m o 0 0 0 0 o r o 0 0 0 0 0 0 0 0 0 o r o 0 0 0 o O o 0 0 0 0 0 0 f? O O O 0 0 10 ,0 10 0 0 10 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 io 0 0 0 0 .- c o 0 0 0 0 0 0 0 0 o r 0 0 0 o 0 o 0 0 0 0 0 0 0 o o 4 0 0 o r 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 o o o c o o o 0 0 0 o o a o r o 0 0 o p o 0 0 . 1. 0 a l- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M r 0 0 0 0 0 0 0 0 0 0 0 0 .- O O k r i + F O O O O . . . . . . O N O O r 0 0 0 0 0 0 0 0 p r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 mmmaomwcnmmmmmmmaocomo?wwm m n .acr E!?, rNf±1V Imm?mmo?rr??`O^mrno ? ? N N N a>LC?33333333333333333333 co N E N O Z_ d r O n 0 N Q G C 0 d a E m c0 'C 3 'd d 3 Z U N L m m m C O c U 0 m m N m N 3 0 0 ? E y 0 3 C ? O O U C N ? U 'O C II II ? a c u U Attachment number 5 Page 104 of 123 APPENDIX F AIR STRIPPER PERFORMANCE DATA Item # 16 ......... . Attachment number 5 Page 105 of 123 low profile air strippers System Performance Estimate Client and Proposal Information: Series chosen: 3600 Clearwater AirPark Water Flow Rate: 38 gpm 8.6 m3/hr Air Flow Rate: 900 scfm 1530 m3/hr Water Temp: 74 °F 23 °C Clearwater Fl. Air TemP• • 82 °F 28 °C Contaminant Benzene Solubility 1,780 ppm Mwt 78.12 Ethyl Benzene Solubility 152 ppm Mwt 106.16 Toluene Solubility 515 ppm Mwt 92.13 Xylenes Solubility 175 ppm Mwt 106 . MTBE Solubility 43,000 ppm Mwt 88.15 Ethylene Dibromide Solubility 4,000 ppm Mwt 187.88 AIW Ratio: 178 :1 Safety Factor: 0% SELECTED MODEL Model 3611 Model 3621 Model 3631 Model 3641 Model 3651 Untreated Influent Effluent Effluent Effluent Effluent Effluent Effluent Target Ibs/hr ppmv Ibs/hr ppmv Ibs/hr ppmv Ibs/hr ppmv Ibs/hr ppmv %removal %removal %removal %removal %removal 14 ppb <1 ppb <1 ppb <1 ppb <1 ppb <1 ppb 1 ppb 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 98.78% 99.99% 100.00% 100.00% 100.00% 14 ppb <1 ppb <1 ppb <1 ppb <1 ppb <1 ppb 30 ppb 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 98.94% 99.99% 100.00% 100.00% 100.00% 2900 ppb 42 ppb <1 ppb <1 ppb <1 ppb <1 ppb 40 ppb 0.05 4.15 0.06 4.21 0.06 4.21 0.06 4.21 0.06 4.21 98.55% 99.98% 100.00% 100.00% 100.00% 17 ppb <1 ppb <1 ppb <1 ppb <1 ppb <1 ppb 20 ppb 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 0.00 0.02 98.83% 99.99% 100.00% 100.00% 100.00% 8.8 ppb 1 ppb <1 ppb <1 ppb <1 ppb <1 ppb 20 ppb 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.01 84.00% 97.44% 99.59% 99.93% 99.99% 0.009 ppb <1 ppb <1 ppb <1 ppb <1 ppb <1 ppb 0.02 ppb 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.87% 98.28% 99.77% 99.97% 100.00% I oial ppo 2954 ppb 44 ppb 1 ppb 0 ppb 0 ppb 0 ppb Total VOC Ibs/hr - ppmv 0.06 4.23 0.06 4.29 0.06 4.29 0.06 4.29 0.06 4.29 Total 98.51% 99.97% 100.00% 100.00% 100.00% This report has been generated by ShallowTray Modeler software version 6.12e. This software is designed to assist a skilled operator in predicting the performance of a ShallowTray air stripping system. North East Environmental Products, Inc. (NEEP Systems) is not responsible for incidental or consequential damages resulting from the improper operation of either the software or the air stripping equipment. This software is © Copyright North East Environmental Products, Inc., 2001. Report Generated: 4/1612008 Modeler V6.12e 5/2 412 0 01 Item # 16 Attachment number 5 Page 106 of 123 APPENDIX G DRI TEST AND MOUNDING ANALYSIS Item # 16 Attachment number 5 Page 107 of 123 Clearwater Executive Airport Remediation MOUNDING ANALSYIS Prepared By: URS Corporation U&S 7650 West Courtney Campbell Causeway Tampa, Florida 33607-1462 (813.286.1711) November, 2008 Item # 16 Attachment number 5 Page 108 of 123 Project Location The project is located at 1000 North Hercules Avenue in Pinellas County, Florida, specifically the Clearwater Executive Airport. The project site consists of an exfiltration gallery in the airfield area at the southeast end of the Clearwater Executive Airport. The 1995 USGS Clearwater, Fl Quandrange Map indicates the existing ground elevations in the vicinity of the exfiltration gallery are approximately 65-feet, NGVD. Objective The objective of this study is to perform a mounding analysis for an exfiltration gallery for the purposes of evaluating their effectiveness in maintaining water surfaces below ground elevations and not adversely impact buildings, roadways, parking lots etc at the project site. Mounding Analysis Procedures The mounding analysis was conducted using the Ponds Version 3.2 computer program based on information from a geotechnical report by Tierra Inc., dated October 27, 2008 and preliminary design drawings of the exfiltration galleries. The information from the geotechnical report used in the mounding analysis is summarized in Table 1, Summary of Geotechnical Information used in the Mounding Analysis. Table 1 Summary of Geotechnical Information used in the Mounding Analysis. L+ lei atr?n ' r of Lxtiltratron Grouticl ?5easc n ' 1Trghj Confining; ? -rouncNya er , ' I,airerBasc of Hti draulrc Gilkrti- Fle?ation r Coiiductryity Site (feet NG?I) ?h lei 1t1011 `, urfic? (feetlda} ` ' {feet, GS ) ?qu Ifcr' ) Site # 1 65 62.5 50.0 8 The dimensions of the exfiltration are summarized in Table 2 Summary of Exriltration Gallery Dimensions. Table 2 Summary of Exfiltration Gallery Dimensions. _ Lxfiltration Length Width 1?cpth ' Elevation F,le?atrorr llateria1 (i'cct) {feet, (feet; Site '((ee"t) (fc?etl. N(A/D) NG ,D) Site # 1 60 10 FDOT # 4 Rock 3 64.0 61.0 Item # 16 Attachment number 5 Page 109 of 123 The volume of the exfiltration gallery is approximately 1800 cubic-feet with dimensions of 60- feet long by 10-feet wide by 3-feet deep. However, this volume is occupied by rock (FDOT # 4) and void space, which will be filled with water. The actual volume available for water storage in the void space was assumed to be approximately 23 %. Therefore, the volume for the exfiltration galleries used in the mounding analysis was approximately 414 cubic-feet. The width for both exfiltration galleries was reduced from 10-feet to 2.3-feet in the input to the Ponds 3.2 computer program to mimic this volume in the void space. The mounding analysis was conducted during the wet season when groundwater elevations are the highest (see Table 1). The bottom elevation of the exfiltration gallery of 61-feet, NGVD is 1.5-feet below the seasonal high groundwater elevation of 62.5-feet, NGVD. Therefore, the bottom half of the exfiltration gallery is completely submerged during the wet season. Water levels are expected to remain at the ground elevation of 65-feet, NGVD at the exfiltration gallery, during the wet season, with a constant flow of water being drained to the exfiltration gallery. Over flow weirs with control elevations at the ground elevation were included in the input of the Ponds 3.2 mounding analysis to simulate actual conditions by allowing water that surcharges to the ground elevation above the exfiltration gallery to sheet flow away and thereby maintain peak water surface elevations in the analysis to realistic elevations. Otherwise peak surface water elevations in the analysis would rise well above existing ground elevations, which does not represent actual conditions. The exfiltration galleries were evaluated as percolation ponds with a constant incoming flow rate of approximately 38 gpm (54,720 gpd). The simulated run time of the mounding analysis was 90-days to represent the length of time of a typical wet season. Results The computer input and output from the Ponds Version 3.2 computer program is attached. The results indicate that water surcharges the exfiltration gallery to the existing ground elevation of approximately 65-feet, NGVD at the beginning of the computer simulation and remains at this peak elevation through out rest of the 90-day simulated time period. The peak water surface elevation of 65-feet, NGVD is within the footprint of the exfiltration gallery. A Plot of the groundwater mound along the length and width of the exfiltration gallery indicates that water surfaces are below the existing ground elevation outside of the footprint of the exfiltration gallery. The plot shows water depths increasing below the existing ground elevation as the distance from the edge of-the-exfiltration pond increases. Item # 16 Attachment number 5 Page 110 of 123 PONDS 3.2 MOUNDING ANALYSIS Item # 16 PONDS Version 3.2.0184 Retention Pond Recovery - Refined Method Copyright 2003 Devo Seereeram, Ph.D., P.E. Project Data Project Name: Simulation Description: Project Number: Engineer : Supervising Engineer: Date: Aquifer Data Clearwater Executive Park Remediation Drawdown Analysis of Exfiltration Gallery 12008278.00001 Russell Pratt 11-17-2008 Base Of Aquifer Elevation, [B] (ft datum): Water Table Elevation, [WT] (ft datum): Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): Fillable Porosity, [n] (%): Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft): 60.0 Equivalent Pond Width, [W] (ft): 2.3 Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage (ft datum) 61.00 64.00 Area (ft2) 138.0 138.0 Discharge Structures Discharge Structure #1 is active as weir Structure Parameters Description: overflow weir Weir elevation, (ft datum): 65 Weir coefficient: 2.861 Weir length, (ft): 140 Weir exponent: 1.5 Tailwater - disabled, free discharge 50.00 62.50 8.00 30.00 Attachment number 5 Page 111 of 123 Clearwater Executive Park Remediation 11-17-2008 16[fi6i" #P41& 1 Attachment number 5 PONDS Version 3.2.0184 Page 112 of 123 Retention Pond Recovery - Refined Method Copyright 2003 Devo Seereerarn, Ph.D., P.E. Discharge Structures (cont'd.) Discharge Structure #2 is inactive Discharge Structure #3 is inactive Clearwater Executive Park Remediation 11-17-2008 1q6iW#PfjV 2 Attachment number 5 PONDS Version 3.2.0184 Page 113 of 123 Retention Pond Recovery - Refined Method Copyright 2003 Devo Seereeram, Ph.D., P.E. Scenario Input Data Scenario 1 :: Perc Pond, 54720 gpd for 90 days Hydrograph Type: Perc Pond Modflow Routing: Routed with infiltration Loading rate (gpd): 54720 Duration (days): 90 Number of increments: 2500 Initial ground water level (ft datum) default, 62.50 Clearwater Executive Park Remediation 11-17-2008 16:5dK4Pfe 3 Attachment number 5 Page 114 of 123 Clearwater Executive Airport Groundwater Mound Distance from Edge of Ground Water Elevation Pond (feet) Length is (feet, NGVD) Width is (feet, NGVD) 1 64.98 64.81 3 64.93 64.68 5 64.88 64.59 7 64.83 64.51 9 64.78 64.45 11 64.73 64.39 13 64.68 64.33 15 64.64 64.28 17 64.59 64.24 19 64.55 64.2 21 64.5 64.16 23 64.46 64.12 25.5 64.41 64.07 28.5 64.36 64.02 31.5 64.3 63.98 35 64.24 63.92 39 64.17 63.87 43 64.11 63.82 47.5 64.04 63.77 52.5 63.98 63.71 57.5 63.91 63.66 64 63.83 63.6 72 63.75 63.53 80 63.67 63.46 88 63.59 63.4 97 63.52 63.34 107 63.44 63.28 117 63.37 63.22 127 63.31 63.17 139.5 63.24 63.11 154.5 63.16 63.04 169.5 63.09 62.98 189.5 63 62.91 214.5 62.92 62.84 239.5 62.84 62.78 264.5 62.78 62.73 297 62.71 62.67 337 62.65 62.62 377 62.61 62.58 417 62.57 62.56 457 62.55 62.54 497 62.53 62.52 542 62.52 62.51 592 62.51 6.51 642 62.51 6.50 692 62.50 6.50 742 62.50 6.50 792 62.50 6.50 847 62.50 6.50 907 62.50 6.50 967 62.50 6.50 Item # 16 PONDS Version 3.2.0184 Retention Pond Recovery - Refined Method Copyright 2003 Devo Seereeram, Ph.D., P.E. Y) 1 it it i/ it i/ i / i i / i / i / i i / i /. i / V U? Q U1 o Ln co "It co CM to W (wnjep 71}) UOIIena13 Attachment number 5 Page 115 of 123 0 0 0 T O O 0 0 0 0 O 1_ ?? I I 0 0 CL O d 00LU W L O I ii I I ? v I O x Q N J 7 :V 7 Clearwater Executive Park Remediation 11-17-2008 1IfflW #PAW 2 Attachment number 5 Page 116 of 123 GEOTECM'QCAL REPORT Item # 16 Attachment number 5 TIERRA Page 117 of 123 October 27, 2008 URS Corporation 7650 West Courtney Campbell Causeway Tampa, Florida 33607 Attn: Mr. Francisco Bohorquez, P.E. RE: Report of Geotechnical Engineering Services Clearwater Executive Airpark DRI Tests Pinellas County, Florida Tierra Project No. 6511-08-226 Mr. Bohorquez: Per your authorization, Tierra, Inc. has completed the geotechnical engineering study for the referenced project. The results of the study are provided herein. Should there be any questions regarding the report, please do not hesitate to contact our office at (813) 989-1354. Tierra would be pleased to continue providing geotechnical services-,throughout the implementation of the project. We look forward to working with you and your organization on this and future projects. Respectfully Submitted, DEP.kA, INC. Erick M. Frederick, P.E Senior Geotechnical Engineer Florida License No. 63920 Henri V. Jean, P.E. Principal Geotechnical Engineer Florida License No. 55420 7361 Temple Terrace Highway • Tampa, Florida 33637 Phone (813) 989-1354 * Fax (813) 989-1355 Florida Certification No. 6486 Item # 16 Attachment number 5 TABLE OF CONTENTS Page 118 of 123 PROJECT DESCRIPTION ..............................................................................................1 Project Information .......................................................................................................1 Scope of Services ........................................................................................................1 SITE AND SUBSURFACE CONDITIONS .......................................................................2 ............. Information l Sit G ...................................2 .............................................. e enera Subsurface Conditions .............................................................. ...................................2 ........:. Soil Surve t ll C Pi ...................................3 y ............................................ oun y as ne ............. formation I d t G ...................................3 ............................................. n er roun wa Double Ring Infiltration and Vertical Field Permeability Testing ...................................3 REPORT LIMITATIONS ..................................................................................................4 APPENDIX Test Location Plan Sheet 1 Item # 16 Attachment number 5 Report of Geotechnical Engineering Services Page 119 of 123 Clearwater Executive Airpark DRI Tests Pinellas County, Florida Tierra Project No. 6511-08-226 Page 1 of 5 PROJECT DESCRIPTION Project Information The project is located at 1000 North Hercules Avenue in Pinellas County, Florida, specifically the Clearwater Executive Airpark. The site was accessible to our standard geotechnical equipment. The project, as we understand it, consists of performing a subsurface investigation in order to provide information to the design team for the proposed project. Based on the information provided, two (2) Double Ring Infiltration (DRI) tests were requested to estimate shallow soil infiltration characteristics. The following scope of services was generated. Scope of Services The objective of our study was to obtain information concerning subsurface conditions at the site in order to obtain data from which to base engineering estimates and recommendations in each of the following areas: 1. Estimate shallow soil infiltration characteristics. 2. Estimate the Seasonal High Groundwater Table (SHGWT) at the location of the DRI tests. In order to meet the preceding objectives, we provided the following services. 1. Reviewed readily available published soils and topographic information. This published information was obtained from the appropriate Florida Quadrangle Map published by the United States Geological Survey (USGS) and the Web Soil Survey of Pinellas County, Florida produced by the United States Department of Agriculture (USDA) Natural Resources Conservation Service (SCS). 2. Performed one (1) DRI test at each of the locations as directed by the client. A total of two (2) tests were performed. At each DRI test location one (1) hand auger boring was performed to 5 feet below the existing ground surface. 3. Visually classified the samples in the laboratory using the Unified Soil Classification System (USGS). Identified soil conditions at each boring location and formed an opinion of the site soil stratigraphy. 4. Collected groundwater level measurements and estimated the Seasonal High Groundwater Table (SHGWT). 5. Prepared this formal engineering report which summarizes the course of study pursued, the field and laboratory data generated, subsurface conditions Item # 16 Report of Geotechnical Engineering Services Clearwater Executive Airpark DRI Tests Pinellas County, Florida Tierra Project No. 6511-08-226 Page 2 of 5 Attachment number 5 Page 120 of 123 encountered and our engineering recommendations in each of the pertinent topic areas. The scope of our services did not include an environmental assessment for determining the presence or absence of wetlands or hazardous or toxic materials in the soil, bedrock, groundwater, or air, on or below or around this site. The scope of our services did not include determination of the potential for sinkhole activity. Any statements in this report or on the boring logs regarding odors, colors, unusual or suspicious items or conditions are strictly for the information of our client. SITE AND SUBSURFACE CONDITIONS General Site Information Based on the Clearwater, Florida, United States Geological Survey (USGS), topographic map, the ground surface elevation at the property ranges from approximately +65 to +70 feet National Geodetic Vertical Datum of 1929 (NGVD 29). Subsurface Conditions The subsurface conditions were explored using two (2) hand auger borings to a typical depth of 5 feet below grade. The borings were located in the field by a representative of Tierra using handheld Global Positioning System (GPS) units and measuring distances from existing site features. The borings were performed at the locations of the DRI tests which are presented on the test location sheet provided in the Appendix. In addition, two (2) vertical field permeability tests were also performed in the vicinity of DRI-1. The hand auger borings were performed by manually twisting an auger bucket into the ground typically in six inch increments. Representative samples were sealed in sample jars and returned to the laboratory for confirmation of visual classification. The soil strata encountered in the borings performed are summarized in the following table: USCS .:Boring Classification Depth Location Soll Descrtptlon (ft) Symbol DRI-1 I Brown to Light Brown Fine SAND I SP I 0 to 6 DRI-2 I Brown to Light Brown Fine SAND I SP I 0 to 5 The subsurface soil stratification is of a generalized nature to highlight the major subsurface stratification features and material characteristics. Variations may occur and should be expected between boring locations. The stratifications represent the approximate Item # 16 Report of Geotechnical Engineering Services Clearwater Executive Airpark DRI Tests Pinellas County, Florida Tierra Project No. 6511-08-226 Page 3 of 5 Attachment number 5 Page 121 of 123 boundary between subsurface materials and the actual transition may be gradual. Pinellas County Soil Survey The Web Soil Survey of Pinellas County, Florida published by the USDA, SCS was reviewed for general near surface soil information. This information indicates there is one (1) primary mapping unit at the project location. Information regarding this soil mapping unit is presented in the following subsection and table. Unit 17 - Myakka Soils and Urban Land This soil is nearly level and somewhat poorly drained. It is on broad, low ridges on the flatwoods. The slope is 0 to 2 percent. In 95 percent of the areas mapped as Zolfo fine sand, the Zolfo soil and similar soils make up 88 to 99 percent of the mapped areas. Dissimilar soils make up 1 to 12 percent of the mapped areas. In most years, a seasonal high water table is at a depth of 24 to 40 inches for more than 2 to 6 months and recedes to a depth of 60 inches during prolonged dry periods. Hillsbotau Oh: County USt?A;Sx?il_S.urvey,lnformation USDA Soil Classification Saturated: Hydraulic - Seasonat;High Groundwater . Map; Unit De th P USE'.S AASHTO ?Coductrvtty (micrQmeterstsec) pH Depth (ft) Months of year 0-4 SP, SP-SM A-3 42.35-141.18 3.5-6.5 Myakka 4-22 SP, SP-SM A-3 42.35-141.18 3.5-6.5 0.5-1.5 June to N 17 22-36 SP, SP-SM A-3, A-2-4 4.24-42.35 3.5-6.5 ov 36-80 SP, SP-SM A-3 42.35-141.18 3.5-6.5 Urban Land 17 No Estimates Available Groundwater Information The groundwater levels, measured at the locations of the borings performed, were estimated at depths ranging from 3 to 4'/z feet below existing site grades. It should be noted that groundwater levels. tend to. fluctuate during periods of prolonged drought and extended rainfall and may be affected by man-made influences. In addition, a seasonal effect will also occur in which higher groundwater levels are normally recorded in rainy seasons. The SHGWT was estimated at each of the hand auger boring locations and are presented below in the Results of DRI Testing table. Double Ring Infiltration and Vertical Field Permeability Testing Two (2) DRI tests were performed at locations indicated by representatives from URS Corporation. In addition, two (2) vertical field permeability tests were performed in the vicinity of DRI-1. The locations of the tests performed are presented on the test location sheet provided in the appendix. Information regarding the results of the tests performed is presented in the table below: Item # 16 Report of Geotechnical Engineering Services ' Clearwater Executive Airpark DRI Tests Pinellas County, Florida Tierra Project No. 6511-08-226 Page 4 of 5 Attachment number 5 Page 122 of 123 Results of DRI and fiel d Permeability Testing Coefficient of Vertical Estimated t1) Test No Test :Depth . ...Infiltration .. {?? Field Permeability SHGWT Depth , (ft) Rafe (ftlday) t2) (ftlday) ft (3) ( ) DRIA 1 %2 8 --- 2'h DRI-2 1 9 --- 1 Y2 PERM-1 2 --- 10 --- PERM-2 5 --- 1 -° Notes: (1) The location of each test performed is provided on the Test Location Plan provided in the Appendix of this report. (2) Inflitration rate or coefficient of vertical field permeability provided is the actual field estimated value and no factor of safety was applied. (3) Estimated SHGWT depth below the existing ground surface at the time and location of the hand auger borings performed. REPORT LIMITATIONS Our professional services have been performed, our findings obtained and our recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. This company is not responsible for the conclusions, opinions or recommendations made by others based on this data. The scope of the exploration was intended to evaluate soil conditions. The {I recommendations submitted are based on the available subsurface information obtained by Tierra and design details furnished by URS Corporation for the proposed project. If there are any revisions to the plans for this project or if deviations from the subsurface conditions noted in this report are encountered during construction, Tierra should be notified immediately to determine if changes in the foundation recommendations are ? required. If Tierra is not retained to perform _these functions, Tierra will not be responsible- for the impact of those conditions or the geotechnical recommendations for the project. After the plans and specifications are more complete, the Geotechnical Engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. At this time, it may be necessary to submit supplementary recommendations. This report has been prepared for the exclusive use of URS Corporation and its consultant(s) for the specific application to the proposed project site in Pinellas County, Florida. Item # 16 rERM-2 DRI-1 C? PERM -7 TEST LOCATIOt 0 50, PLAN SCALE DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SW EMF ERICK M. FREDERICK, P.E. FLORIDA LICENSE NO.: CHECKED BY. DATE: 63920 EMF OCT 2008 TIERR A 7351 Temple Terrace Highway Tampa, Florida 33637 Phone: 813-989-1354 Fax: 813-989-1355 FL Cert. No.: 6486 City Council Agenda Council Chambers - City Hall Meeting Date: 8/6/2009 SUBJECT / RECOMMENDATION: Approve a recommendation by the Public Art and Design Board for the commission of a public art glass installation entitled "Untitled" to be installed at the Clearwater Beach Recreation Center and Library, as designed by artist Catherine Woods for a total cost of $8,108 and transfer $4,000 from Cultural Affairs Operating Budget 010-01850 to CIP 325-93265 at third quarter. (consent) SUMMARY: The theme and scope of the project was determined with input from representatives of the Parks and Recreation and Library departments. The desired intent for the artwork was to create a shared space between the recreation center and library and to provide an artistic source of energy and vibrant colors with ties to the natural beauty of Clearwater Beach. The Public Art and Design Board appointed a five-member Selection Panel comprised of individuals representing specified interests and expertise as follows: Joshua Bornstein (Chair), a member, and Chair, of the Public Art and Design Board. JP Atherholt, Parks and Recreation representative and supervisor of the Beach Recreation Center Jan Nickols, Library representative (replaced by Joyce Kirchoffer, Beach Librarian) Constance Plisko, professional glass artist Pat Murphy, a representative of the community and member of the Clearwater Beach Association. Due to the limited budget of this project, a "Limited Competition Call to Artists" was selected and four local artists were invited to submit qualifications and past work. On October 24, 2008 the selection panel met to review the artists' qualifications, based on the artistic desires of the stakeholders, and selected Catherine Woods to create a site-specific proposal. On June 1, 2009 in a meeting at the Beach Recreation Center and Library, Ms. Woods presented her site-specific proposal of artwork to the selection panel. The panel unanimously approved Ms. Woods' proposal. The recommendation was confirmed by the Public Art and Design Board, who in turn is recommending this artist's proposal of public artwork to the City Council. The Clearwater Beach Recreation Center and Library became a capital improvement project requiring a 1% allocation for public art when the project exceeded $500,000 in costs. The original project was less than $500,000 and thus funds were not originally set aside for this project. The addition of replacement windows and additional air conditioning needed for the library resulted in the increased cost. There is a remaining balance of just over $4,108 in CIP 315-93265 therefore, staff is requesting a transfer of funds from the Cultural Affairs operating budget 010-01850 of $4,000 to cover the purchase of this artwork. The transfer of these funds will not adversely impact the operations of the Cultural Affairs office. At third quarter, the remaining balance of $4,108 in project 315-93265 will be transferred to capital project 325-93265. In addition, an additional $4,000 of operating savings in the Cultural Affairs operating budget will also be transferred to 325-93265 to provide the funds necessary for the purchase of this artwork. Type: Capital expenditure Current Year Budget?: Yes Budget Adjustment Comments: Budget Adjustment: No Current Year Cost: $8,108.00 Annual Operating Cost: -0- Not to Exceed: $8,108.00 Total Cost: $8,108.00 For Fiscal Year: 2008 to 2009 Cover Memo Appropriation Code Amount Appropriation Comment 325-93265 Bid Required?: Other Bid / Contract: $8,108.00 No Bid Number: Bid Exceptions: None Review 1) Financial Services 2) Parks and Recreation 3) Financial Services 4) Office of Management and Budget 5) Parks and Approval: Recreation 6) Financial Services 7) Office of Management and Budget 8) Clerk 9) Assistant City Manager 10) Clerk 11) City Manager 12) Clerk Cover Memo Item # 17 Attachment number 1 Page 1 of 2 Location: Clearwater Beach Recreation Center & Library (51 Bay Esplanade) Project Synopsis: Based on meeting with stakeholders and representatives from the recreation center and library, the desire for artwork that creates a shared space between the two portions of the facility was strongly preferred. Additionally, artwork was to create a sense of energy and vitality for the shared space and should acknowledge the natural beauty and environment of the Clearwater Beach community. Budget: $8,108 Selection Panel: Joshua Bornstein (Chair), a member, and Chair, of the Public Art & Design Board. JP Atherholt, Parks & Recreation representative and supervisor of the Beach Rec. Center Jan Nickols, Library representative (replaced by Joyce Kirchoffer, Beach Librarian) Constance Plisko, professional glass artist Pat Murphy, a representative of the community and member of the Clearwater Beach Assn. Public Art & Design Board: Joshua Bornstein (Chair), Creative Contractors, Inc., Vice President Alex Plisko, Architect, Plisko Architecture George Ann Bissett, Dunedin Fine Art Center, Executive Director Mark Flickinger, Pinellas County Cultural Affairs, Public Art Administrator Sarah Butz, Artist Howard Warshauer, Community representative John Timberlake, Community representative Selection Process and Criteria: The five-member Selection Panel reviewed qualifications from four local artists directly selected for invitation due to their specialization in glass artwork. Artist qualifications and past projects were evaluated on their artistic content, budget, durability, and other categories included in the Limited Competition Call to Artists including specific criteria such as: • Serving as a shared space between the recreation center and library • Providing a source of energy and vitality for the facility • Providing an artistic reference to the natural beauty and environment of Clearwater Beach • Enhancing features of pre-existing architectures and amenities Rationale for Selection: The Selection Panel determined that the design and proposal of Catherine Woods best reflected the stakeholders' desire for artwork that created a visual connection between the recreation center and library and provided a sense of energy and vitality to the facility. Ms. Woods' proposal also demonstrated a keen insight, through her color palate choices as homage to the natural beauty of the area surrounding the facility. Additionally, Ms. Woods has made a number of on-site visits and is very familiar with the facility and the desired message to be conveyed through the artwork. The Panel valued Ms. Woods' reputation and cooperative work process as well as the variety and composition of her previous works. Item # 17 Attachment number 1 Page 2 of 2 Description of Project: Title: Untitled Medium: Colored and cut glass Proposed dimensions: Glassworks arranged intermittently over three glass panels Synopsis "Untitled" will consist of a number of elliptical cut glass arrangements adhered to the existing glass wall separating the Clearwater Beach Recreation Center and Library facilities. Artist Catherine Woods will remove the existing glass panes from the partition wall and affix her multi-colored arrangements to the pane with an adhesive specifically designed for such an installation. These ellipses will be lit from ambient natural light filtering into the facility as well as the existing overhead lights in the recreation center and library. Artist Credentials: Education: BA, Graphic Design University of Maryland, College Park, MD Post-graduate work, Advertising Program Portfolio Center, Atlanta, GA Member of the Glass Arts Society Recent Public Art Projects: "Underground Spring" - St. Petersburg, FL, 2008 Budget: $125,000.00 In-ground laminated pavers, safety glass/fused glass/fiber optic lighting. "Arcs in Motion" - Largo, FL, 2007 Budget: $24,000.00 Fused glass wall/architectural feature Past Public Art Projects: "State Song" - Kansas City, KS, 2006 Budget: $45,000.00 (glass panels only) Exterior glass tower representing the state song of Kansas. "Rolling Targets" -St. Louis, MO, 2005 Budget: $6,000.00 Neon-illuminated fused glass sculptures. "Oasis" - Clayton, MO, 2004 Budget: $70,000.00 Ceiling-mounted glass and aluminum panels. Item # 17 Att?whment number 2 P,3go 1 of 1 i' i ti 1 j t' m li YY he r kWrld?i ? ?1y 1 ii t 141 JW,. C?lh(1 r City Council Agenda Council Chambers - City Hall Meeting Date: 8/6/2009 SUBJECT / RECOMMENDATION: Ratify and confirm the City Manager's approval to increase the landscape maintenance contract with "Earth Designs" from $166,312 to $266,832 for additional landscape services. (consent) SUMMARY: As the low bidder, the City entered into a landscape maintenance agreement with TriMor Systems, Inc. for the maintenance of 3 districts; DOT Properties, Northwest Clearwater and vacant lot properties for $79,986.08. On June 30, 2009 TriMor Systems, Inc. informed the City that they were cancelling their contract with the City. In order to continue landscape maintenance for these districts, staff approached the next responsible low bidder which was Earth Designs and they agreed to take on the additional maintenance for their original bid cost of $100,520. Earth Designs currently manages five (5) other landscape maintenance contracts valued at $166,312 and they have been a responsive and acceptable contractor. In order to continue maintenance during the growing season, the City Manager approved increasing the Earth Designs contract from $166,312 to $266,832 and staff is recommending that the Council ratify and confirm his decision. Type: Operating Expenditure Current Year Budget?: Yes Budget Adjustment Comments: Current Year Cost: Not to Exceed: For Fiscal Year: $266,832 $266,832 2009 to 2010 Budget Adjustment: No Annual Operating Cost: -0- Total Cost: $266,832 Appropriation Code Amount Appropriation Comment 010-01867-530300-572-000 $100,520 Additional amount needed for contract Bid Required?: Yes Bid Number: 20-08 Other Bid / Contract: Bid Exceptions: None Review 1) Financial Services 2) Office of Management and Budget 3) Legal 4) Clerk 5) Assistant City Manager 6) Clerk 7) City Approval: Manager 8) Clerk Cover Memo Item # 18 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Meeting Date: 8/6/2009 Approve the proposed artworks for "Sculpture360: Season 11- Art in the Cleveland Street District" and the expenditure of $3,000 from the Public Art Discretionary Fund to supplement the Sculpture360 project budget. (consent) SUMMARY: "Sculpture360 - Art in the Cleveland Street District" is a temporary exhibition of outdoor public artwork intended to bring high- quality, iconic, and vibrant artwork to downtown Clearwater. An open "Call to Artists" as outlined in the Public Art and Design Guidelines was issued detailing the scope of the project. The Public Art and Design Board appointed a Selection Panel comprised of individuals representing specified interests and expertise as follows: Mark Flickinger (Chair), a member of the Public Art and Design Board and director of the Pinellas County Public Art and Design Program David Allbritton, chairman of the Downtown Development Board and representative of the downtown community Kevin Brady, professional artist and sculptor Megan Voeller, arts professional, critic, and educator Anne Fogarty-France, Economic Development representative The Call to Artists resulted in approximately 30 responses of qualified artists with various works proposed for temporary loan. The selection panel met on June 17, 2009 at the Clearwater Main Library and selected three finalists (Jarrett Hawkins, Jack Howard- Potter, and Rob Lorenson) and two alternates (Wayne Trapp and Robert Chambers). All artists and artworks have been reviewed by the Public Art and Design Board. The Public Art and Design Board requests that the City Council review and approve an allocation of $3,000.00 from the Public Art and Design Program Discretionary Fund for the purpose of supplementing the project budget for Sculpture360: Season 11. Funds will be utilized for artist honoraria and equipment, materials, and personnel necessary for installing and removing the sculpture under the terms of the exhibition. A third quarter budget amendment will reflect the transfer of $3,000 from the public art discretionary funds in the Special Development Fund to capital project 315-93608, Miscellaneous Public Art. Type: Capital expenditure Current Year Budget?: Yes Budget Adjustment Comments: Budget Adjustment: No Current Year Cost: $3,000 Annual Operating Cost: -0- Not to Exceed: $3,000 Total Cost: $3,000 For Fiscal Year: 2009 to 2010 Appropriation Code Amount Appropriation Comment Cover Memo 315-93608 $3,000 Item # 19 Bid Required?: No Bid Number: Other Bid / Contract: Bid Exceptions: None Review 1) Office of Management and Budget 2) Parks and Recreation 3) Office of Management and Approval: Budget 4) Legal 5) Clerk 6) Assistant City Manager 7) Clerk 8) City Manager 9) Clerk Cover Memo Item # 19 Attachment number 1 Page 1 of 6 Location: Cleveland Street District, downtown Clearwater Project Synopsis: Sculpture360: Art in the Cleveland Street District is a temporary outdoor exhibition of public artwork and sculpture for the period of one year. Similar to other long-standing sculpture exhibitions such as the Sarasota Season of Sculpture, Sculpture360 aims to bring high-quality, vibrant, and engaging public artwork to the citizens and visitors of Clearwater. Budget: $12,000 Selection Panel: Mark Flickinger (Chair), a member of the Public Art & Design Board and director of the Pinellas County Public Art & Design Program David Allbritton, chairman of the Downtown Development Board and representative of the downtown community Kevin Brady, professional artist and sculptor Megan Voeller, arts professional, critic, and educator Anne Fogarty-France, Economic Development representative Public Art & Design Board: Joshua Bornstein (Chair), Creative Contractors, Inc., Vice President Alex Plisko, Architect, Plisko Architecture George Ann Bissett, Dunedin Fine Art Center, Executive Director Mark Flickinger, Pinellas County Cultural Affairs, Public Art Administrator Sarah Butz, Artist Howard Warshauer, Community representative John Timberlake, Community representative Selection Process and Criteria: The five-member Selection Panel reviewed proposed artworks from the artist qualifications received though the open Call to Artists. Artwork and artist credentials were evaluated on their artistic content, durability, originality, and other specific criteria outlined in the Call to Artists such as: • Being vibrant, engaging and colorful • Being a solid structure and able to "hold its own" against the visual activity of downtown • Being iconic and serving as a visual anchor-point of the Cleveland Street District Rationale for Selection: The following artworks were chosen by the Selection Panel on the basis that they met and exceeded the qualifications for desired sculpture identified in the Call to Artists. Each artist is a qualified and active sculptor and has professional training in the arts, a lengthy public exhibition record, a number of successful public or private commissions, and/or a combination of these traits. Information on each artist and images of the selected work follow Item # 19 Attachment number 1 Page 2 of 6 Artist Name: Jarrett K. Hawkins Artwork Title: Linear V (2009) Artwork Medium: Cast aluminum, lacquer finish Artwork Dimensions: 8'2"x2'xV8" Artwork Value: $22,000 Artist Credentials: Graduate of Miami University, Oxford, OH Recent Public Works: Medallions, 2008 World Food Prize Foundation Des Moines, IA Remembrance, 2005 Liberty Garden at Eden Park Affecting Change, 2004 Bridge Media Worldwide No Child Left Behind, 2004 Hamilton High School Hamilton, OH Pioneer Family, 2002 Private Commission Hamilton, OH Bill, 2002 Fidelity Investments Covington, KY The Patriot, 2001 Deer Park Veteran's Memorial Deer Park, OH Item # 19 Attachment number 1 Page 3 of 6 Artist Name: Jack Howard-Potter Artwork Title: Going Green (2008) Artwork Medium: Steel with powder coating Artwork Dimensions: 8' 10" x 4' 2" x 5' Artwork Value: $10,000 Artist Credentials: B.A. Sculpture Union College, Schenectady, NY Recent Public Exhibitions: ULM Sculpture Garden, 2009 University of Louisiana at Monroe Monroe, LA JUST Jackson TN, 2008 Union University Sculpture Tour Jackson, TN Cedarhurst, 2008 Mount Vernon, IL Downtown Albany Sculpture in the Streets, 2008 Albany, NY 2 Rivers Art Project, 2008 Glenwood Springs, CO IAG Galleries, 2008 Naples, FL Sculptors Dominion, 2008 San Antonio, TX Item # 19 Attachment number 1 Page 4 of 6 Artist Name: Rob Lorenson Artwork Title: Brushstrokes (2009) Artwork Medium: Stainless steel, powder coating Artwork Dimensions: 10'x6'x4%" Artwork Value: Unknown Artist Credentials: Master of Fine Arts, Sculpture Northern Illinois University De Kalb, IL Bachelor of Fine Arts, Sculpture University of Northern Iowa Cedar Falls, IA Recent Public Works: Five Points Plaza, 2009 Sarasota, FL Keene State College Veterans Memorial, 2007 Newport News Public Art, 2005 Newport News, VA Recent Public Exhibitions: Outdoor Sculpture, 2009 Rhode Island College Providence, RI Solo Show of Sculpture, 2008 Lattitude Gallery Boston, MA Carin Croft Sculpture Show, 2008 Dover, MA Solo Show, 2008 Hearst Center for the Arts Cedar Falls, IA Item # 19 Attachment number 1 Page 5 of 6 Alternate Artist #1 Artist Name: Wayne Trapp Artwork Title: Presents from Heaven (2008) Artwork Medium: Weathered steel and gold leaf Artwork Dimensions: 8'x3'x3" Artwork Value: $20,000 Artist Credentials: None listed Recent Public Exhibitions: Art in Place Charlottesville, VA Art Space Richmond, VA Chapel Hill Public Arts Commission Chapel Hill, NC Dogwood Festival Knoxville, TN Fayetteville Museum of Art Fayetteville, NC North Charleston Outdoor Sculpture North Charleston, SC Polk Museum of Art Lakeland, FL Item # 19 Attachment number 1 Page 6 of 6 Alternate Artist #2 Artist Name: Robert Chambers Artwork Title: Molecule series (2008) Artwork Medium: Bronze Artwork Dimensions: Variable Artwork Value: None listed Artist Credentials: Master of Arts New York University New York, NY Bachelor of Fine Arts University of Miami Miami, FL Recent Public Works: Kino, 2008 - 2009 Miami-Dade Art in Public Places South Miami-Dade Cultural Center Miami, FL Ryoanji Sky Mural, 2008 - 2009 10 Museum Park Miami, FL Ellipse Path, 2008 Miami-Dade Art in Public Places South Miami-Dade Cultural Center Miami, FL Atomic Dog, 2008 City of Winter Park Public Art Program Winter Park, FL Ellipsota, 2006 New York Times/Sarasota Herald Tribune Sarasota, FL Item # 19 11M, V Attachment Page 1 of 1 1 I Attachment nun Page 1 of 1 I 41 , I 1 4 r?l r r L } 1?6Atr, ?? d'N h'vr k r F F?Y uv M IN 11 11 4 1 /I1rIy ; J I r?14 4 Y d i 'q}T: y? 11 1 ??` A II F. ,r r .'4,; 1 I? y - If? 1 A '?? ? •I ? 7 I N ? ?nl. 4 b 'tl I I.t ?' JI ? Y ? - I ? 1 ''I ?1f?}}}?Y7.,: r ,I f ? ? f I f - I '? ' }I .y a p? ? i f II ! t• ? Q 1S ?F V ?? I? i '? ?'""r' I ? I ? I e? I ?4'. z ray 1 F. 1 6 u r. ?? ? 11 ICI .I {. ?, sl ? I 4 y ? r - t r - ? JSW, k k. , rr -'AIL I N? r r 1 loa '? Item#19 ?i "??u „ ;'' ?? ??? t ? ' ? i,} ?? , City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Meeting Date: 8/6/2009 Approve a contract in the amount of $583,270.50 with the Pinellas County Sheriff's Office, Largo, Florida for latent fingerprint, crime scene processing, evidence and property storage and Pinellas Juvenile Assessment Center services, during the one year contract period commencing October 1, 2009, through September 30, 2010 and authorize the appropriate officials to execute same. (consent) SUMMARY: The Pinellas County Sheriff's Office (PCSO) and the Clearwater Police Department (CPD) began annual contractual agreement for services in January 1994. The agreements covered latent fingerprint examination, property/evidence storage, crime scene processing services and in FY 2008/2009 included a share of security costs at the Pinellas Juvenile Assessment Center (PJAC ). The total cost of the proposed FY 2009/2010 agreement is $583,270.50 reflecting a 10% decrease in cost from the 2008/2009 contract for services primarily due to a reduction in the number of items being submitted by CPD to the Sheriff's Office Property and Evidence Division. The proposed contractual agreement reflects the following breakout of costs: Fingerprint Services - $91,710.00; Forensic Science Services (Crime Scene Processing) - $301,380.00 (1,500 calls at $200.92 per call), requests for services in excess of 1,500 calls will be invoiced monthly at a rate of $200.92 per call. In addition, any funds from unused calls for service from FY 2009/2010 shall be applied toward the following year's contractual agreement; Evidence and Property Service andStorage - $135,791.00 (inclusive of personnel and storage costs). Additionally, for the second year, PCSO is charging all Pinellas County law enforcement agencies their respective share of the cost of providing security for the Pinellas Juvenile Assessment Center (PJAC). Clearwater's share is $54,389.50 based on the number of juvenile bookings, totaling 682, made by CPD into PJAC, reflecting a cost of $79.75 per juvenile. Billing for requests for service in excess of the 682 bookings during the term of this contract shall be invoiced at the rate of $79.75 per booking. Any funds not expended in FY 2009/2010, because the number of juveniles booked is less than 682, will carry over to next year's agreement. Funding for this contractual agreement is available in the Police Department's F/Y 2009/2010 operating budget. Type: Operating Expenditure Current Year Budget?: Yes Budget Adjustment Comments: Current Year Cost: Not to Exceed: For Fiscal Year: 2009 to 2010 Appropriation Code Amount 010-01121-530300-521-000 $583,270.50 Budget Adjustment: No Annual Operating Cost: Total Cost: $583,270.50 Appropriation Comment Cover Memo Item # 20 Review Approval: 1) Office of Management and Budget 2) Legal 3) Clerk 4) Assistant City Manager 5) Clerk 6) City Manager 7) Clerk Attachment number 1 Page 1 of 10 (Cu[ply AGREEMENT COMES NOW, the CITY OF CLEARWATER, FLORIDA, a municipal corporation (hereinafter "CITY"), JIM COATS, as Sheriff of Pinellas County, Florida, (hereinafter "SHERIFF") and PINELLAS COUNTY, a political subdivision of the State of Florida, (hereinafter "BOARD") and agree as follows: WHEREAS, the CITY desires to contract with the SHERIFF for assistance in examining latent fingerprints derived from crime scenes within the CITY and from suspects and victims of crimes occurring within the municipal limits of the CITY, and; WHEREAS, the CITY desires to contract with the SHERIFF for crime scene services and evidence and property storage for the CITY OF CLEARWATER Police Department, and; WHEREAS, the SHERIFF has available personnel to perform such services for the CITY; WHEREAS, the CITY desires to contract with the SHERIFF for the provision of security at the Juvenile Assessment Center; and WHEREAS, both the CITY and the SHERIFF believe the provision of such services as hereinafter described is in the best interest of the safety and welfare of the citizens of the CITY and of Pinellas County and that such will facilitate the investigation of criminal activity and the apprehension of persons engaging in such activity; NOW, THEREFORE, in consideration of the mutual covenants and promises set forth below, the parties hereto agree as follows: Item # 20 Attachment number 1 Page 2 of 10 1. LATENT PRINT SERVICES A. The SHERIFF shall provide to the CITY latent print examination and analysis services. B. Latent Print Examiners who perform these services shall be appropriately trained and qualified to examine latent fingerprints and to identify same. C. Said Examiners shall be members of the Pinellas County Sheriffs Office and shall be subject to the direction and all rules and regulations of the SHERIFF. D. Said Examiners shall be on duty to perform fingerprint examinations for the CITY eight (8) hours per day, five (5) days per week and shall as a part of their duties: 1. Examine fingerprints provided by the CITY to eliminate fingerprints of persons who have a legitimate reason to have their fingerprints in a premise or on an object. 2. Evaluate the quality of latent fingerprints provided by the CITY. 3. Compare the latent fingerprints of suspects provided by the CITY. 4. Appropriately document those latent fingerprints provided by the CITY that cannot be positively identified. 5. Prepare and provide to the CITY reports on all latent fingerprint identifications performed. 6. Attend depositions, hearings and trials and render expert testimony in the area of fingerprint identification. E. In those instances where the CITY submits a complex or lengthy latent identification request, the SHERIFF shall devote the necessary available personnel to perform the work. F. The CITY shall provide one individual, to be designated by the CITY, who shall act as a liaison with the Examiners provided for herein. Said liaison shall: 2 Item # 20 Attachment number 1 Page 3 of 10 1. Be a member of the CITY Police Department. 2. Be responsible for the timely and appropriate delivery of latent fingerprints and certain items of evidence to the SHERIFF. 3. Be responsible for the proper execution and delivery to the SHERIFF of correctly executed latent fingerprint request forms. 4. Be responsible for the return to the CITY of completed latent fingerprint request forms showing the results of such examination or comparison. 5. Serve as the SHERIFF's contact with the CITY in all day-to-day matters relating to the examination of latent fingerprints pursuant to this Agreement. G. The CITY shall pay to the BOARD the sum of NINETY-ONE THOUSAND SEVEN HUNDRED TEN DOLLARS (S91,710.00) for the latent fingerprint services to be rendered pursuant to this Agreement. 2. FORENSIC SCIENCE SERVICES A. The SHERIFF will provide to the CITY, upon request by the CITY, Forensic Science Services to document, process and collect evidence at crime scenes within the CITY. Said services shall include the photographing or otherwise documenting said crime scene as such may be appropriate, within the scope and capabilities of the SHERIFF. Any processing or testing outside SHERIFF's capabilities shall be at the expense of the CITY but will be facilitated by SHERIFF. B. The SHERIFF shall provide to the CITY Police Department copies of all crime scene reports generated by SHERIFF's personnel pursuant to this Agreement. 3 Item # 20 Attachment number 1 Page 4 of 10 C. The CITY shall pay to the BOARD the sum of TWO HUNDRED DOLLARS AND NINETY-TWO CENTS ($200.92) for each crime scene processed by the SHERIFF and shall guarantee a minimum of 1,500 calls for service during the period of this Agreement. For all requests for service in excess of 1,500 calls for service during the period of this Agreement, the CITY shall pay to the BOARD the sum of TWO HUNDRED DOLLARS AND NINETY-TWO CENTS ($200.92) for each crime scene processed pursuant to this Agreement. D. The CITY shall pay to the BOARD the sum of THREE HUNDRED ONE THOUSAND THREE HUNDRED EIGHTY DOLLARS ($301,380.00) for the 1,500 calls for service for the period of this Agreement. E. Billing for requests for service in excess of 1,500 calls during the period of this Agreement shall be invoiced monthly at the rate of TWO HUNDRED DOLLARS AND NINETY-TWO CENTS ($200.92) per call. F. Any funds from unused calls for service from FY 2009/2010 shall be applied towards next year's Agreement. G. The parties agree that the term "call for services" as used herein shall be defined as an incident, event or offense that requires a report or offense number made, recorded or taken by a member of the CITY Police Department for documentation purposes and which requires some reportable action by a SHERIFF's Forensic Science Specialist. All services rendered under the same case number shall be deemed one call for service. Such offense numbers shall be used to calculate calls for service with each offense number that results in a request for services being deemed a call for services. 4 Item # 20 Attachment number 1 Page 5 of 10 3. EVIDENCE AND PROPERTY SERVICE AND STORAGE A. During the term of this Agreement, the SHERIFF agrees to provide to the CITY storage, release and disposition of all seized evidence, found property and property being held for safekeeping as defined by Florida Statutes and the City of Clearwater Code of Ordinances within the SHERIFF's Evidence and Property Storage Facility, except for non- evidentiary bicycles and breath, blood or urine samples obtained from persons suspected of operating vehicles or vessels while under the influence of alcohol or drugs, which samples shall be maintained by the Pinellas County Medical Examiner's Office. B, The SHERIFF shall also transport drug items to and from the County lab as determined by the CITY Police Department. The SHERIFF shall be responsible for transporting all items of property or evidence as aforesaid from the CITY Police Department and transporting same to secure storage facilities maintained by the SHERIFF. However, where such items of property or evidence are large, voluminous, heavy or otherwise not compatible with transport by ordinary courier, it shall be the responsibility of the CITY Police Department to transport such items to the SHERIFF's Evidence and Property Storage Facility. C. The SHERIFF shall store and maintain chain of custody of all evidence and other property in accordance with current general orders and SOPs. D. All evidence and other property seized, found or held for safekeeping by the SHERIFF for the CITY Police Department shall be disposed of in accordance with Florida law or as otherwise ordered by a court of law. Nothing herein shall prevent the CITY from 5 Item # 20 Attachment number 1 Page 6 of 10 retaining any of its evidence or other property as part of the CITY's inventory of property or donated by the CITY to a qualified non-profit organization in accordance with Florida law. E. The CITY shall pay to the BOARD the sum of ONE HUNDRED THIRTY-FIVE THOUSAND SEVEN HUNDRED NINETY-ONE DOLLARS ($135,791.00) for the property and evidence service and storage. This cost is inclusive of personnel and storage costs. 4. PINELLAS JUVENILE ASSESSMENT CENTER (PJAC) A. The SHERIFF and the CITY agree that PJAC is a collaborative effort among the various Pinellas County entities for the centralized and efficient processing of juveniles taken into custody by law enforcement officers countywide. The Pinellas County Sheriff's Office has voluntarily been providing PJAC security services at its own expense for many years without seeking contribution from other Pinellas County law enforcement agencies. The parties agree that fiscal constraints prohibit the continuation of this practice on the part of the SHERIFF. B. The SHERIFF and the CITY further agree that for the term of this Agreement that the CITY shall pay for its share of the cost of security based upon the number of juveniles the CITY's Police Department books at PJAC. The CITY will pay for a minimum of 682 juveniles for the term of this Agreement, at a cost of FIFTY-FOUR THOUSAND THREE HUNDRED EIGHTY-NINE DOLLARS AND FIFTY CENTS ($54,389.50) reflecting a cost of SEVENTY-NINE DOLLARS AND SEVENTY-FIVE CENTS ($79.75) per booking. 6 Item # 20 Attachment number 1 Page 7 of 10 C. Billing for requests for service in excess of the 682 bookings during the term of this Agreement shall be invoiced at the rate of SEVENTY-NINE DOLLARS AND SEVENTY-FIVE CENTS (579.75) per booking. D. Any funds not expended in FY 2009-2010 because the number of juveniles booked is less than the anticipated 682 shall be applied towards next year's Agreement. 5. TOTAL COMPENSATION The CITY agrees to pay to the BOARD, on October 1, 2009, the sum of FIVE HUNDRED EIGHTY-THREE THOUSAND TWO HUNDRED SEVENTY DOLLARS AND FIFTY CENTS ($583,270.50) which reflects the minimum sum due for all services to be rendered during the term of this Agreement. 6. CONTACT PERSONS The SHERIFF agrees to use best efforts and necessary resources available to the SHERIFF to carry out the terms and conditions of this Ageernent. Both parties agree that they will cooperate and work together to carry out the terms and conditions of the Agreement. To that end, the parties agree that the following individuals shall be the contact persons for the CITY and SHERIFF respectively. FOR THE CITY Sid Klein, Chief of Police 644 Pierce Street Clearwater, FL 33756 (727) 562-4242 FOR THE SHERIFF Major Dan Simovich P. O. Drawer 2500 Largo, FL 33779-2500 (727) 582-6410 7. BUDGET The BOARD hereby joins in the execution of this Agreement and said BOARD agrees to amend the Pinellas County Sheriff's Office budget to provide these funds necessary to 7 Item # 20 Attachment number 1 Page 8 of 10 accomplish the purposes of this Agreement and agrees to cooperate in every way reasonably possible to insure that the purposes stated herein are fulfilled. 8. TERMINATION Either party may terminate this Agreement without penalty upon providing notice of such cancellation in writing thirty (30) days in advance of the date of termination. Upon such termination, the SHERIFF shall retain such sums from the payment set forth above as reflect actual calls for service or property storage at the rate provided herein and shall refund the remainder to the CITY. If the SHERIFF receives reimbursement from the BOARD for any of the services that the SHERIFF will be providing to the CITY pursuant to this Agreement, the SHERIFF shall refund the prorated amount of any unused services to the BOARD. 9. COMPLETE AGREEMENT This Agreement constitutes the full and complete understanding of the parties. 10. MODIFICATION This Agreement may be modified or amended only by a document in writing signed by all the parties hereto. 11. ASSIGNMENT Neither party shall assign any obligations or r..sponsibilities under this Agreement to any third party. 12. INDEMNIFICATION Each party shall be liable for the negligent acts or omissions of its own employees in the performance of this Agreement. Nothing contained herein shall be construed to limit or modify the provisions of Florida Statute 768.28. Nothing herein shall abrogate or expand the 8 Item # 20 Attachment number 1 Page 9 of 10 sovereign immunity enjoyed by the CITY and the SHERIFF pursuant to the provisions of Chapter 768, Florida Statutes, nor shall any third party receive any benefit whatsoever from the indemnification provided herein. 13. TERM OF AGREEMENT This Agreement shall be for a period of one (1) year commencing October 1, 2009, and concluding September 30, 2010. The parties agree that where the Agreement is not terminated as provided for above, the terms of this Agreement shall automatically continue for 120 days beyond September 30, 2010, in the event a replacement contract has not yet been completely executed. The CITY shall pay to the BOARD the same sum as is due for this Agreement on October 1, 2010, and the parties agree that an increase in the annual cost of service, if any, shall be retroactively applied for services rendered from October 1, 2010, through the duration of the replacement contract, and shall be paid by the CITY to the BOARD immediately for the services already provided, less any credits from this Agreement as provided herein. Remainder of page intentionally left blank. 9 Item # 20 Attachment number 1 Page 10 of 10 IN WITNESS WHEREOF the parties to this Agreement have caused the same to be signed by their duly authorized representatives this day of 2009. Countersigned: Mayor-Commissioner Approved as to form: J Assistan ity Attorney Approved as to form: Deputy General Counsel ATTEST: KEN BURKE, Clerk Deputy Clerk APPROVED AS TO FORM: County Attorney CITY OF CLEARWATER, FLORIDA City Manager Attest: City Clerk SHERIFF OF PINELLAS COUNTY, FLORIDA Jim Coats, Sheriff PINELLAS COUNTY, FLORIDA. By and through its Board of County Commissioners Chairperson 10 Item # 20 City Council Agenda Council Chambers - City Hall Meeting Date: 8/6/2009 SUBJECT / RECOMMENDATION: Approve a Contract (Blanket Purchase Order) to Wingfoot Commercial Tire of Clearwater, FL for an amount not to exceed $250,000 for the purchase of Goodyear tires for City Motorized equipment during the contract period September 1, 2009 through August 31, 2010 in accordance with Sec. 2.56(1)(d), Code of Ordinances - other governmental bid and authorize the appropriate officials to execute same. (consent) SUMMARY: This Blanket Purchase Order is a piggyback of the Florida State Contract 863-000-10-1 and covers the purchase of several sizes of tires for use on all City vehicles. Type: Purchase Current Year Budget?: Yes Budget Adjustment Comments: Current Year Cost: $25,000 Not to Exceed: $250,000 For Fiscal Year: 10/1/08 to 09/30/09 Budget Adjustment: None Annual Operating Cost: Total Cost: $250,000 Appropriation Code Amount Appropriation Comment 566-06611-550700-519-000 $250,000 BPO Review 1) Financial Services 2) Solid Waste/General Support Services 3) Financial Services 4) Office of Management and Approval: Budget 5) Clerk 6) Assistant City Manager 7) Clerk 8) City Manager 9) Clerk Cover Memo Item # 21 City Council Agenda Council Chambers - City Hall Meeting Date: 8/6/2009 SUBJECT / RECOMMENDATION: Award a contract to Keystone Excavators, Inc., of Oldsmar, Fl, for the construction of Alligator Creek Channel F Drainage Improvements (Project 03-0028-EN) in the amount of $1,432,233.00, which is the lowest responsible bid in accordance with the plans and specifications and authorize appropriate officials to execute the same. (consent) SUMMARY: The Alligator Creek Channel F Drainage Improvements project includes construction of gabion embankments and realignment of the channel to the flow path within the City's easement. Existing box culverts crossing under Old Coachman Road and Wetherington Road will be upsized and utilities will be adjusted or improved at the channel crossings and roadways. Channel F is a tributary to Alligator Creek and is located east of Old Coachman Road and north of N.E. Coachman Road. Channel F flows southwest, through the Coachman Ridge Subdivision, into Alligator Creek. Southwest Florida Water Management District (SWFWMD) is funding on an equal share basis, 50% of the entire costs of the project up to $1,000,000 as approved by City Council May 15, 2008. The requested $1,432,233.00 provides for Keystone Excavators, Inc. to complete the construction shown on the design plans. The estimated time period for construction is 225 calendar days to start in September 2009 and finish in May 2010. Sufficient budget and revenue are available in Capital Improvement Program (CIP) project 0327-96634, Sanitary Sewer Repair and Replacement in the amount of $29,700 for Sewer items and $17,985 of 09 Water and Sewer Bond Construction project 0376- 96742, Line Relocation - Capitalized for Water items. Third quarter amendments will establish Capital Improvement Program (CIP) project 0315-96171, Alligator Creek Channel F Drainage Improvements with the following transfers, $792,274 of Stormwater Utility (388419) revenue and $1,000,000 of SWFWMD (337900) grant budget only from CIP 0315-96154, Alligator Creek Implementation Projects Phase II to fund the project plus an additional $100,000 to fund any unanticipated costs and miscellaneous items related to the project. Type: Capital expenditure Current Year Budget?: No Budget Adjustment: Yes Budget Adjustment Comm ents: Current Year Cost: $1,432,233.00 Annual Operating Cost: Not to Exceed: $1,432,233.00 Total Cost: $1,432,233.00 For Fiscal Year: 2008 to 2009 Appropriation Code Amount Appropriation Comment 0315-96171-563700-539- $1,384,548.00 See summary 000-0000 0376-96742-563800-533- $ 17,985.00 See summary Cover Memo 000-000 It2111 # 22 0327-96634-563800-535- $ 29,700.00 See summary 000-0000 Bid Required?: Yes Bid Number: 03-0028-EN Other Bid / Contract: Bid Exceptions: None Review 1) Financial Services 2) Office of Management and Budget 3) Legal 4) Clerk 5) Assistant City Manager 6) Clerk 7) City Approval: Manager 8) Clerk Cover Memo Item # 22 Attachment number 1 Page 1 of 6 BOND NUMBER: CONTRACT BOND STATE OF FLORIDA COUNTY OF PINELLAS KNOW ALL MEN BY THESE PRESENTS: That we KEYSTONE EXCAVATORS, INC. Contractor and DEVELOPERS SURETY AND INDEMNITY COMPANY (Surety) whose home address is P. O. BOX 19725, IRVINE, CALIFORNIA HEREINAFTER CALLED THE "Surety", are held and firmly bound into the City of Clearwater, Florida (hereinafter called the "Owner") in the penal sum of. ONE MILLION FOUR HUNDRED THIRTY-TWO THOUSAND TWO HUNDRED THIRTY THREE DOLLARS AND NO CENTS (1,432,233.00) for the payment of which we bind ourselves, our heirs, executors, administrators, successors, and assigns for the faithful performance of a certain written contract, dated the day of 2009, entered into between the Contractor and the City of Clearwater for: ALLIGATOR CREEK - CHANNEL F - (03-0028-EN) a copy of which said contract is incorporated herein by reference and is made a part hereof as if fully copied herein. NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that if the Contractor shall in all respects comply with the terms and conditions of said contract, including the one-year guarantee of material and labor, and his obligations thereunder, including the contract documents (which include the Advertisement for Bids, Form of Proposal, Form of Contract, Form of Surety Bond, Instructions to Bidders, General Conditions and Technical Specifications) and the Plans and Specifications therein referred to and made a part thereof, and such alterations as may be made in said Plans and Specifications as therein provided for, and shall indemnify and save harmless the said Owner against and from all costs, expenses, damages, injury or conduct, want of care or skill, negligence or default, including patent infringements on the part of the said Contractor agents or employees, in the execution or performance of said contract, including errors in the plans furnished by the Contractor, and further, if such "Contractor" or "Contractors" shall promptly make payments to all persons supplying him, them or it, labor, material, and supplies used directly or indirectly by said Contractor, Contractors, Sub-Contractor, or Sub-Contractors, in the prosecution of the work provided for in said Contract, this obligation shall be void, otherwise, the Contractor and Surety jointly and severally agree to pay to the Owner any difference between the sum to which the said Contractor would be entitled on the completion of the Contract, and that which the Owner may be obliged to pay for the completion of said work by contract or otherwise, & any damages, direct or indirect, or consequential, which said Owner may sustain on account of such work, or on account of the failure of the said Contractor to properly and in all things, keep and execute all the provisions of said contract. Page 1 Item # 22 Attachment number 1 Page 2 of 6 CONTRACT BOND (2) And the said Contractor and Surety hereby further bind themselves, their successors, executors, administrators, and assigns, jointly and severally, that they will amply and fully protect the said Owner against, and will pay any and all amounts, damages, costs and judgments which may be recovered against or which the Owner may be called upon to pay to any person or corporation by reason of any damages arising from the performance of said work, or of the repair or maintenance thereof, or the manner of doing the same or the neglect of the said Contractor or his agents or servants or the improper performance of the said work by the Contractor or his agents or servants, or the infringements of any patent rights by reason of the use of any material furnished or work done; as aforesaid, or otherwise. And the said Contractor and Surety hereby further bind themselves, their successors, heirs, executors, administrators, and assigns, jointly and severally, to repay the owner any sum which the Owner may be compelled to pay because of any lien for labor material furnished for the work, embraced by said Contract. And the said Surety, for the value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN TESTIMONY WHEREOF, witness the hands and seals of the parties hereto this day of 2009 KEYSTONE EXCAVATORS, INC. CONTRACTOR By: ATTEST: WITNESS: COUNTERSIGNED: SURETY ATTORNEY-IN-FACT By: Page 2 Item # 22 Attachment number 1 Page 3 of 6 CONTRACT This CONTRACT made and entered into this day of , 2009 by and between the City of Clearwater, Florida, a municipal corporation, hereinafter designated as the "City", and KEYSTONE EXCAVATORS, INC. of the City of OLDSMAR, County of PINELLAS and State of FLORIDA hereinafter designated as the "Contractor". WITNESSETH: That the parties to this contract each in consideration of the undertakings, promises and agreements on the part of the other herein contained, do hereby undertake, promise and agree as follows: The Contractor, and his or its successors, assigns, executors or administrators, in consideration of the sums of money as herein after set forth to be paid by the City and to the Contractor, shall and will at their own cost and expense perform all labor, furnish all materials, tools and equipment for the following: ALLIGATOR CREEK - CHANNEL F - (03-0028-EN) FOR THE SUM OF: ONE MILLION FOUR HUNDRED THIRTY-TWO THOUSAND, TWO HUNDRED THIRTY THREE DOLLARS AND NO CENTS (1,432,233.00) In accordance with such proposal and technical supplemental specifications and such other special provisions and drawings, if any, which will be submitted by the City, together with any advertisement, instructions to bidders, general conditions, proposal and bond, which may be hereto attached, and any drawings if any, which may be herein referred to, are hereby made a part of this contract, and all of said work to be performed and completed by the contractor and its successors and assigns shall be fully completed in a good and workmanlike manner to the satisfaction of the City. If the Contractor should fail to comply with any of the terms, conditions, provisions or stipulations as contained herein within the time specified for completion of the work to be performed by the Contractor, then the City, may at its option, avail itself of any or all remedies provided on its behalf and shall have the right to proceed to complete such work as Contractor is obligated to perform in accordance with the provisions as contained herein. THE CONTRACTOR AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY BE BROUGHT AGAINST THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARISING OUT OF THIS CONTRACT AND FURTHERMORE, IN CONSIDERATION OF THE TERMS, STIPULATIONS AND CONDITIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE AND HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE CONTRACTOR OR THE CONTRACTOR'S SUB-CONTRACTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVITIES BY THE AFOREMENTIONED CONTRACTOR, SUB-CONTRACTOR, AGENT SERVANTS OR EMPLOYEES. Page 3 Item # 22 Attachment number 1 Page 4 of 6 CONTRACT (2) In addition to the foregoing provisions, the Contractor agrees to conform to the following requirements: In connection with the performance of work under this contract, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, sex, religion, color, or national origin. The aforesaid provision shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; lay-off or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post hereafter in conspicuous places, available for employees or applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the non-discrimination clause. The Contractor further agrees to insert the foregoing provisions in all contracts hereunder, including contracts or agreements with labor unions and/or worker's representatives, except sub-contractors for standard commercial supplies or raw materials. It is mutually agreed between the parties hereto that time is of the essence of this contract, and in the event that the work to be performed by the Contractor is not completed within the time stipulated herein, it is then further agreed that the City may deduct from such sums or compensation as may be due to the Contractor the sum of $1,000.00 per day for each day that the work to be performed by the Contractor remains incomplete beyond the time limit specified herein, which sum of $1,000.00 per day shall only and solely represent damages which the City has sustained by reason of the failure of the Contractor to complete the work within the time stipulated, it being further agreed that this sum is not to be construed as a penalty but is only to be construed as liquidated damages for failure of the Contractor to complete and perform all work within the time period as specified in this contract. It is further mutually agreed between the City and the Contractor that if, any time after the execution of this contract and the surety bond which is attached hereto for the faithful performance of the terms and conditions as contained herein by the Contractor, that the City shall at any time deem the surety or sureties upon such performance bond to be unsatisfactory or if, for any reason, the said bond ceases to be adequate in amount to cover the performance of the work the Contractor shall, at his or its own expense, within ten (10) days after receipt of written notice from the City to do so, furnish an additional bond or bonds in such term and amounts and with such surety or sureties as shall be satisfactory to the City. If such an event occurs, no further payment shall be made to the Contractor under the terms and provisions of this contract until such new or additional security bond guaranteeing the faithful performance of the work under the terms hereof shall be completed and furnished to the City in a form satisfactory to it. Page 4 Item # 22 Attachment number 1 Page 5 of 6 CONTRACT (3) IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have executed this Agreement, in duplicate, the day and year first above written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA By: William B. Horne, II City Manager Countersigned: By: Frank Hibbard, Mayor-Councilmember (Contractor must indicate whether Corporation, Partnership, Company or Individual.) (The person signing shall, in his own handwriting, sign the Principal's name, his own name, and his title; where the person is signing for a Corporation, he must, by Affidavit, show his authority to bind the Corporation). Attest: Cynthia E. Goudeau, City Clerk Approved as to form Camilo Soto Assistant City Attorney (Seal) (Contractor) By: (SEAL) Page 5 Item # 22 Attachment number 1 Page 6 of 6 CONTRACTOR'S AFFIDAVIT FOR FINAL PAYMENT (CORPORATION FORM) STATE OF FLORIDA COUNTY OF PINELLAS On this day personally appeared before me, the undersigned authority, duly authorized to administer oaths and take acknowledgments, who after being duly sworn, deposes and says: That he is the (TITLE) of KEYSTONE EXCAVATORS, INC. a Florida Corporation, with its principal place of business located at 371 SCARLET, OLDSMAR, FLORIDA 34677 (herein, the "Contractor"). That the Contractor was the general contractor under a contract executed on the day of 2009, with the CITY OF CLEARWATER, FLORIDA, a municipal corporation, as Owner, and that the Contractor was to perform the construction of ALLIGATOR CREEK - CHANNEL F (03-0028-EN) That said work has now been completed and the Contractor has paid and discharged all sub-contractors, laborers and material men in connection with said work and there are no liens outstanding of any nature nor any debts or obligations that might become a lien or encumbrance in connection with said work against the described property. That he is making this affidavit pursuant to the requirements of Chapter 713, Florida Statutes, and upon consideration of the payment of (Final Full Amount of Contract) in full satisfaction and discharge of said contract. That the Owner is hereby released from any claim which might arise out of said Contract. The word "liens" as used in this affidavit shall mean any and all arising under the operation of the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. Sworn and subscribed to before me This day of , 20 KEYSTONE EXCAVATORS, INC. AFFIANT BY: NOTARY PUBLIC My Commission Expires: PRESIDENT Page 6 Item # 22 Attachment number 2 F"-17 of J Lr V r Z v '+V J (n ?_ O Z J > 2 F- W LzLI ? m U) W D J H L (n Q Q m L W VANDERBILT DR < VANDERBILT VANDERBILT U BLVD N O U W Cir CAMPBELL Q Q N Vag°°? 0 nrl G O O z Q Z Q o >?> J ° W Q Casey Jones (D (D J W V r \_? WETHERINGTON ?\GP 'QO ?oGP? R mG rr ?m RUN LAGOON CIR COPcv? W J / IWI Y m y Of j ;0 co U OQ M Q a_ WIND ?X ------- ------ Channel F FLINT SOCK ? G? O ? 01, 'gLL/(3 rpR , ?? CRFFK - _ _ 04,0 ? LU 0 n ''I 00,9 ------------- Q IF ENZIE 0y? --- ------------- ST o ?O 0 /GOV Clearwater d Prepared by: Engineering Department Geographic Technology Division Alligator Creek Channel F Improvements N W E S 100S . Myrtle Ave, Clearwater, FL 33756 Ph: (727)562-4750, Fax: (727)526-4755 www. MyC learwater. corn Map Gen By: SAF Reviewed By: JH Date: 4/28/08 Grid #: 263A e S-T-R: 6-16s-29e m # 22 Scale: N.T.S. ,I;p -UU11111L. 11- r 4/28/2008 -- 10:58:56 AM Attachment number 3 Page 1 of 2 z z n m r;a m ?z Q f W J N a LL fn w fn w , ? N ? N ? N N N N N ? N w Z 0.0 F UN k W 0 0 o 0 0 o N ?? u O ?2 ',,b 1 18 1. . Q W U o N r r? N ? ? N _ N >y?rv Z o o o 7 - - - o . V i - - - a ',,. N 3 J 7 qnu? w w w ? o f7 zxk ? W o 0 o 0 o Q U w U o ' c a ` ? _ ,? -r }" 0 o as a a ' z -r ,? m w w 00 N O 2 ?y F ° z o z a o o .... o .. $ $ 6 ? D m 0 V Z Q z? W ;aaO O a LL Z N K Z a? a N N c V 12 "m Q U W LL X ? U °o Z U 3 W W fA O O W O fA O W fA O o o tv _? O S, S, O W N n O fa 7 JO w w w w w w w w e.. e.. w w r' w w D 16 16 16 .1i IA 6 61 6116-16- ° ° Q D W Z o - - ci r ? rv Y ,? ,? n m ° u i u i rv J fA y rv I 7, l l ?I rv J Z LL (7 O Z a 14 Q rc W ,?? 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L =a m N v 2 > m t U= :op - o ? m m o- v 3 V v m d c y rn a 3 v Mzc ° v -E to w v E ° ' _ m m °m m r m r U>>> D D a v E E U E ? iA a 3` o E ° a m to N W w y m v .. ... a` . r^ N - ? = o o. w U U U ° E,. m > m¢ °v il 3 E ° V o° U> u v > ? ;y -E y r 3 rn ° 2 ° Q U O O U ?m o= o ; c v U U UI 0 U U- 7n 'q^ °d o o o td ? ,, ° o °, o ?. rn O '? ° E m m m o N ` v E >, r v o Y m - .. o v x tt a a a ~ E °v rn m v EE v Y^ o 0 , 0 C7 ,° v o o N m O w F m U 0, w r -r - rv r, Attachment number 3 Page 2 of 2 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Meeting Date: 8/6/2009 Ratify and confirm supplement work order 4 to Wade-Trim, Engineer-of-Record, in the amount of $78,810.00 for various additional services provided throughout the course of the Downtown Boat Slip project and authorize the appropriate officials to execute same. (consent) SUMMARY: The original boat slip work order was approved in March 2006, in the amount of $258,426.00. Work efforts included: preparation of conceptual plans; meetings with FDOT and environmental permitting agencies; review of legal issues; boundary, bathymetric and seagrass surveys; wind and wave study; cost estimate; and project renderings. This work was all in preparation for the referendum. Supplemental work order 1 was preapproved by City Council March 16, 2006 in the amount of $61,870.00. Work efforts consisted of preparation of a design criteria package to advertise for a design-build company, including assistance in review and ranking of the design-build proposals and award of contract. Supplemental work order 2 was approved by City Council October 17, 2007 in the amount of $51,847.00. Work efforts included preparation and submittal of environmental permit applications. Supplemental work order 3 was approved in April 27, 2009 in the amount of $36,900.00. Work efforts consisted of additional environmental permit coordination; modification of upland water and electric services based on design-build contract negotiations; and assistance with FDEP submerged lands lease submittal. As the project is now moving into the construction phase Wade Trim has conducted an in-depth review of their work effort throughout the life of the project and determined that they have spent significant time assisting the City with many various tasks that were not included in the previous work orders. City staff and Wade Trim have spent the last few months negotiating what staff considered to be legitimate additional services, with this work order being the end result. The major additional out of scope services include: assistance with grant documentation; coordination of upland utility services with construction of the Promenade and to serve the fishing pier; additional grading and stormwater improvements in the vicinity of the dockmaster building; environmental permit fees; design build contract administration and responses to RFI's; and attendance at multiple additional in- house and agency meetings throughout the entire process. Sufficient budget and revenue is available in Capital Improvement Program project 0315-93405, Downtown Boat Slips. Type: Capital expenditure Current Year Budget?: Yes Budget Adjustment: No Budget Adjustment Comments: Current Year Cost: $78,810.00 Annual Operating Cost: Not to Exceed: $78,810.00 Total Cost: $78,810.00 For Fiscal Year: 2008 to 2009 Cover Memo Appropriation Code Amount Appropriation Comment Item # 23 0315-93405-561000-575-000- $78,810.00 See summary 0000 Review Approval: 1) Office of Management and Budget 2) Legal 3) Clerk 4) Assistant City Manager 5) Clerk 6) City Manager 7) Clerk Cover Memo Item # 23 Attachment number 1 Page ,1 of4 Lane 22, 2009 Mr Michael . t , Yl l , FEE City Engineer City of Clearwater 100 C Myrtle Aver 1_ e Clearwater, FIL - e: Glow-*-wn Boat Slips - Work Order. Amendment No, Lear Mr C. jr-,, t,vof,2) executed V,''nik Order 1?1i: tli_, F ,rl1i--., T- ? -? `[rlr-f is f r t fi,;1i t r-_'1 it ti 'I" ? e - is 1 c il'It( act rV{ * include re Iti-st -? I c i ll1 4, -.r_'f vliae prove:'! team to assist and suppcr' it° l T1 seivl-. C;r -1 _l,lllri1 111 ; 1-'.y t ll_IF project c edUle, C'cy_Il'I 'h,? alfl-3 ',t) i.1 t'e for ",aterfront improvement project, ThtE` incll , i 1 }t .i e t , c rsd selection and award of the design ,;1111., bro_wei I5 ? --,ntained in the Work Order. No change to the - ;? -t SCh_r_l[ l_ T' ?n1 y u forfli :pp rtunity to, assist the City in advancing thi,, Ir1ll :v It -horrld YOU .l E_ct C ,ysrty, Protect Manager have any questions, C?j nrt r 1'. t to contact me cr lvli'r . F -it this office. Sri°1 ., I , -,Df TR IM ItJC f l V' ADD TF Pt INC. Miichael Rice, PE Senior Project Manager F E r _ _i cc: E• ? yP, PE City of Clearwater Item # 23 Attachment number 1 Page 2 of 4 Date- June 22„ 200 I 2_, 3. PROJECT TITLE WADE TRIM, INC. INITIATION FORM AMENDMENT No. 4 Project Na: CLW 2051.031 -- City Project No: 06-0033-MAA Downto ,n c; - _?t 1?I!i -Amendment No. 4 PROJECT GOALS To make the Boat _'? ps protect, the Promenade and Upland 1mpr , .n ? projects s ?[ 'I-Iss. This -a c causec a series of changes to the scope of w k _1 Id created i-ri r t^ for ar :i t anal cccrciinaticn and continuing services tc the City staff SCOPE OF SERVICES I_ i _:r ,i{,hment "A" Scope of Work. BUDGET Budget bay,-,,J -_L,rrent York Orders: '- 4.50 ;im nt No, 4 (See Attac,, ni;7_,rt :A") 7 -,, a Contract 1484,734.50 5 6 i - " abor and expenses Incurred by Wade Trim and the pro: E-1.1 t t f tr )pe on lump sum basis. SCHEDULE T-- !e i schedule is unchanged. WADE TRIM STAFF ASSIGNMENT { 1 el-)inr slice Fresi ferf Pi op--Gt Manager, F , ? t ,9,7 ' rger h a, _-l E. igOeer ~r ?. tr jct_rral Engineer Item # 23 Attachment number 1 Page 3 of 4 . ORRESPOND NCEi'REPORTING PROCEDURES F.Irr r J i orrespondence shall be directed to Mr, Mike Rice ;- All City I)jf _<<? ?:-nce shall be directed to Mr. E Chesney, ICE itl-i e v to c ; r I_ I.)propriate, B. IN%IGICING FUNDING PROCEDURES m Ertl ij to the City of Cfe r v ver, AI.ti I '.1 +. Rages. 1 at r, Floridan r i b r j rcJ1 1: 1 rtl. y i. to oples tren: rn11,teJ t 'vII I _ , F'E. C ,Ly 1CI'vOI%.;H j Guilt-. ENGINEER CERTIFICATION Ti - i* licensed Fw ? ? r?I? 'ral Engineer ?- ?,teied In &-! r'',? I -71 (481), ?','e proiect'': -k1 1-tlCin ? I CIIt f ?_.It 1 l>') C", :.et c n F 1-r;,;?! Fad ?t,-i )d -iI-Is ind ?sta n J 4-R7at It I,? lr f r c; F!I I IIf as the onc,urP th?:?t Stich pleas -,ti ff?,?. equally to any ITL ' T 91' ra r. rji cf t cUf-tenstb_ ,A-iich oo? - ;,3y 10. SPECIAL CONDITiONa No special con iIr n PREPARED B CITE: Iv'1 D. ;III U1 I--engineer ENGINEER: ?''1 ? I , d C p l, 'I`CJ 'mot l ,l 3r,--i';-i 'r Date 71;t4- Item # 23 Attachment number 1 Page 4 of 4 Attachment "A" June 2., 2009 C _,rntcwr E, -.t Slips Work C ier Area nr;'r ent No, 4 t J ; .. tc r : r: stf:,J _ - r - J _ 1 I I I U. H-),AT SLIPS 77 1. f -3 to - r0c to r l l-,nt sI ps r _ - the _id firs ur.:i qr.un Jlectri ar II .I If?'; ` ; the flshiri i I cG _ Id.. ffI f lq and coordination, 9,600.00 . ?rr tor the art:a a' !ir,u the dock master building and utllit; y.. _ + 'r} e f ` 1, 1 17. 4, c 3 and paving for both parking areas. 7,672M 5. Flo: v,r. -io y,1,_. it cf F,-viranmental Profe.ticn, Plr rn-It Fees. 4,000.00 6 , tilit lecatior , .i.,e tL]r s _r i-rd the ginal t and conflicts with 's-built p I T is, 0,551.00 PC, rnd rI ' ata !: --If RFP documents. 719,00 l wild pro-?? a lance, ?. 9 _ rir r, I assistance. 4,7 ' 10 cc'!` 7ency $1 0,000,00 TOTAL $7 8,810,00 Item # 23 ?- Meeting Date: 8/6/2009 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Accept and approve a "Right of Entry" Agreement between the City of Clearwater and the Florida Department of Transportation (FDOT), for maintenace related to the Memorial Causeway Bridge and authorize appropriate officals to execute same. (consent) SUMMARY: This agreement grants the Florida Department of Transportation, for purposes of bridge maintenance, a Right of Entry over certain City-owned upland property and submerged lands in the area of, and surrounding the Memorial Causeway Bridge. This agreement memorializes the needs of access by the FDOT in light of the City boatslip project design and addresses rights and responsibilities of the party for both general maintenance and emergency access. A copy of the Right of Entry Agreement is available for review in the Office of Official Records and Legislative Services. Type: Current Year Budget?: Other None Budget Adjustment: None Budget Adjustment Comments: Current Year Cost: Not to Exceed: For Fiscal Year: Annual Operating Cost: Total Cost: to Review Approval: 1) Legal 2) Clerk 3) Assistant City Manager 4) Clerk 5) City Manager 6) Clerk Cover Memo Item # 24 Attachment number 1 Page 1 of 7 RIGHT OF ENTRY AGREEMENT This Right of Entry Agreement ("Right of Entry") is made and entered into this ____ day of , 2009 by and between the City of Clearwater ("City"), a municipal corporation of the State of Florida, and the Florida Department of Transportation ("FDOT") individually ("Party") or collectively ("Parties"). WHEREAS, City is the owner in fee of certain real property ("Property"), including upland and submerged lands in the area of, or upon which, the FDOT- owned Memorial Causeway Bridge ("Bridge") has been constructed in the City of Clearwater; and WHEREAS, the City is currently constructing approximately 126 public boat slips ("Project") in the vicinity of the eastern terminus of the Bridge; and WHEREAS, the FDOT and the City wish to enter into this Right of Entry Agreement to formalize the terms and conditions under which the FDOT may enter upon, access and utilize the City-owned Property for purposes of maintaining the Bridge and otherwise carrying out all other things necessary and proper or incidental to activities and responsibilities for maintenance of the Bridge, including emergency access. NOW, THEREFORE, the City and FDOT do hereby agree as follows: 1. Recitals. The foregoing recitals are true and correct and are incorporated in and form a part of this Agreement. 2. Effective Date and Term. The effective date of this Agreement shall be the day of 2009. The Term of this Agreement shall continue until such time as the Parties agree to terminate in writing, unless earlier terminated in accordance with the provisions of this Agreement. 3. Right of Entry Property. The FDOT owns and maintains the Bridge, which has been constructed upon or in the area of certain upland and submerged lands owned by the City. FDOT Right of Entry for the purposes provided herein shall be upon the lands more particularly described in Exhibit "A", attached hereto and incorporated herein. 1 Item # 24 Attachment number 1 Page 2 of 7 4. The Project. The City is constructing approximately 126 dedicated boat slips and side-tie moorings ("Project") in the vicinity of the eastern terminus of the Bridge as depicted in Exhibit "B" attached hereto and incorporated herein. 5. City Responsibilities. The City shall construct and maintain all Project structures with a minimum setback of thirty-feet (30') from the corners of the substructure footing, depicted in Exhibit "B" as rectangles representing bridge supports along the centerline of the bridge, each surrounded by four spheres, the radius of which measures thirty-feet (30') from each corner of the bridge supports. Additionally, the City understands and agrees that Project components extending within thirty feet (30') from the drip edge of the bridge may need to be removed timely to perform work on the Bridge. "Drip Edge" is defined as: The outermost direct projection to the ground of the superstructure of the bridge, see Exhibit "B". FDOT acknowledges that at the inception of this Agreement, the Project has not yet been constructed. The completed Project may vary in some respects from the depiction in Exhibit "B", but in no instance shall the completed Project structures fail to meet the above referenced setbacks. While the Parties acknowledge that boats moored within the Project may contain limited amounts of flammable materials (such as gasoline) typical to boats moored in slips the size of those provided for in Exhibit "B", the City will not permit flammable or corrosive materials within damage distance of the bridge, and the City will ensure that no electrical currents stray in the vicinity of the bridge and no boats or Project components that could cause damage become loose. 6. FDOT Inspection, Maintenance and Repair. Routine Activities. The City grants to FDOT and its agents, employees and contractors the right to access and utilize the Property to inspect, operate, maintain and repair the Bridge as provided for herein. FDOT shall coordinate such activities by providing the City with written notice (fax acceptable) at least two (2) weeks prior to accessing the Property for any such activities. FDOT shall request that the City removes boats from the noted setbacks and the City shall ensure such requests are resolved timely. Non-Routine Activities. FDOT will provide the City with a two (2) week notice for non-routine activities that are planned and scheduled well ahead of implementation. However, the City understands and agrees that FDOT may need access to perform urgent or emergency inspection, maintenance or repair activities that may be related to 2 Item # 24 Attachment number 1 Page 3 of 7 public safety, structural deterioration, marine or vehicular impacts and storm events. Under such instances, FDOT will provide notice as is reasonable under the circumstances, and the City grants to FDOT and its agents, employees and contractors the right to access and utilize the Property to maintain the safety of the public or restore the structural integrity of the bridge. In such instances, FDOT and the City shall work jointly to determine which Project components must be removed or relocated to allow for the timely and cost effective completion of the work. FDOT shall coordinate and effectively communicate with the City throughout the resolution of the emergency and both Parties shall facilitate coordination and communication efforts. 7. Termination. This Right of Entry Agreement shall terminate upon occurrence of any one, or more, of the following, whichever shall occur first: a. For Municipal Purpose in the event the Clearwater City Council determines at a duly constituted public hearing that the Property is required for any other municipal purpose and has provided one hundred eighty (180) days advance notice, in writing, of such intended use. Following such notice, this Agreement shall terminate in every respect, and both Parties shall be relieved of any further obligations hereunder; or b. FDOT abandonment of the Right of Entry; or c. Material default by FDOT in the performance of any of the terms, covenants or conditions of the Right of Entry, and in the failure to remedy, or undertake to remedy, to City's reasonable satisfaction such default for a period of thirty (30) days after receipt of notice from City to remedy same. 8. Assignment. This Agreement is not assignable. Any attempt to assign this Agreement shall render this Agreement immediately null and void in its entirety. 9. Liens. This Right of Entry Agreement is subordinate to all prior rights and obligations of City in the Property, except that City shall grant no rights inconsistent with the reasonable exercise by FDOT of its rights under this 3 Item # 24 Attachment number 1 Page 4 of 7 Right of Entry Agreement. FDOT shall not permit to be placed against the Property, or any part thereof, any liens or other encumbrances with regard to FDOT's actions upon the Property. 10. Indemnification. Each party shall be responsible for its own acts or omissions. This provision shall not be construed to create any rights in third parties, waive or alter either party's sovereign immunity or the limits, rights or requirements of Section 768.28 Florida Statutes. 11. Liability. If FDOT in the course of exercising its rights hereunder damages any facilities of City located on the Property, FDOT will promptly notify the City of such damage and promptly repair said facilities to the City's reasonable satisfaction. In the case of third party related damages, FDOT and the City will pursue recovery (repairs and costs) separately or jointly at their independent discretion. In the case of routine and non-routine work activities, the City will reimburse FDOT for additional costs incurred with work activities, damage recovery or delays directly resulting from the City's inability or failure to meet the responsibilities identified in Sections 5 or 6 of this Agreement. 12. Compliance with Law. FDOT shall, in all activities undertaken pursuant to this Right of Entry Agreement, comply and cause its contractors, agents and employees to comply with all federal and state laws, statutes, orders, rules and regulations. Without limiting the generality of the foregoing, FDOT, at its sole cost and expense, shall obtain any and all permits which may be required for any activities FDOT desires to conduct or have conducted pursuant to this Right of Entry Agreement. 13. Right to Inspect. The City and its representatives, employees, agents or independent contractors may enter and inspect the Property or any portion thereof or any improvements thereon at any time and from time to time to verify FDOT's compliance with the terms of this Right of Entry Agreement. 14. No Interest in Land. This Right of Entry is not coupled with an interest in land. It is expressly understood that this Right of Entry Agreement does not in any way whatsoever grant or convey any permanent easement, lease, fee or other real property interest in the Property to FDOT. This Right of Entry Agreement is not exclusive and City specifically reserves the right to grant other rights of entry in regard to the Property as long as the same do not interfere with the rights granted to FDOT herein. 4 Item # 24 Attachment number 1 Page 5 of 7 15. Notice. Any notice required or permitted to be given by the provisions of this Agreement shall be conclusively deemed to have been received by a party hereto on the date it is hand-delivered to such party at the address indicated below (or at such other address as such party shall specify to the other party in writing), or if sent by registered or certified mail (postage prepaid), on the fifth (5th) business day after the day on which such notice is mailed and properly addressed. If to City, addressed to Engineering Director, Michael Quillen, City of Clearwater, P.O. Box 4748, Clearwater, FL 33758. With copy to: City Attorney, City of Clearwater, P.O. Box 4748, Clearwater, FL 33758. If to FDOT, addressed to Donald J. Skelton, P.E., District VII Secretary, Florida Department of Transportation, 11201 North McKinley Drive, Tampa, FL 33612. [Remainder of this page intentionally left blank] 5 Item # 24 Attachment number 1 Page 6 of 7 IN WITNESS WHEREOF, the Parties hereto have executed this Right of Entry Agreement on the date first written above. City of Clearwater, Florida By: William B. Horne II City Manager City of Clearwater P.O. Box 4748 Clearwater, Florida 33758 ATTEST: Cynthia E. Goudeau City Clerk FDOT: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION By: Donald J. Skelton, P.E. District VII Secretary Approved as to Form Laura Mahony Assistant City Attorney 6 Item # 24 Attachment number 1 Page 7 of 7 EXHBIT "A" to Right of Entry Agreement between City of Clearwater and Florida Department of Transportation (To be completed at a later date - prior to execution.) 7 Item # 24 F9 m 0 M r - m Z> G7 ? ? D M m D" ? O -Zo ? D / / / 192 S4ENO c X00 '00; 192S It NANO a`d ,03 S CRgNP ac ent rlt°amb 2 00 00. ge 1 of \ O °F C° 2y O r ? 2 / / m x D a y D (A m ZSQ 2 CD a m co Z . ? D nl = a z ol > c r D Z O D m / N cn r D Z 0 C) D Z °O O O / ?l0 n QN3 31 OZ D?. •c0 I N O C d 3 • (D r-r Ul , ,,a :3 CD c r Q: (D 0 O Q (b -0 En C .. Q aa?omv Q M CD 0 ? Z O fi (D Q N CE) rt _ D n m N `? N 0 ??r I-L-Ji Lp-d U Ln_I I Notes: 50 100 Reference: State of Florida, Departr Transportation Contract Plans, Finar .LE: 1" = 50 w Project I.D. 257093-1-52-01, Stat ' SCALE (IN FEET) J Project No. 15220-3599, Pinellas C NOT A SURVEY) of 0 (15220), State Road No. 60 (Memo wa i Causeway) Bridge Replacement. Hor coordinates derived from said contr \ plans. \ 1320818.05 , The purpose of this record docume delineate a bridge maintenance righ 396715.51 entry being granted to Florida DePc 4s+sl.so 57.30 \\ of Transportation by the City of Cl( as shown on map. STA 4 +85.40 ` 70.80 RT \ ` 1320791.25' 396714.19 1320765.81 Attpn514iber 2 ?R/W LINE P 0 LT 47 LLI H J LLI -J Q U3 Z Q R/W LINE 0 L, \ (CITY OF CLEARWATER) 1320724.65 ` 396748.65 'I S1A610+62 =35-r 02' 49 320624.30 \ 396770.16 RAW LINE-" (CITY OF CLEARWATER) 39 POT STA 10+00.00 o g, \? 5 N \ \ MAINTENANCE RIGHT OF ENTRY \ \ PT 1320646.41 PT 1320642.8 396922.56 1320627.71 396909.5 396854.27 \ \ SjP 48A-9-7 4 s ,35\\ PT \ PT 1320612.58 \ 09.01 396799.01 785.99 `t ` + 0 \ A \\ \\ v~i ' 02 ?? 2 Go 5.18 \ \ ACS - \ 'F?cF ?? \\ S?FF>_ y 396734. MELANIE CORTIS TRUST i U MAINTENANCE RIGHT OF ENTRY I I 396816.88 396811.f7 - i ?l I IAIC? I \ \ 1320493.10 396900.66 396810.59 - 396944.78 \ 13 1320505.93 396955.30 14 \ 1320 V1 196 1320459.07 396903.26 4.04 \ 3.03 \ \ ?\R/W LINE nTV nF y y y y y N X W y \ Y N o .yyYyy Q,. + r D o y ?? y l y. y,"y 10 7Z y(,"p '? Q \ .yY, y . ryo p??, \ y i OJ y .??y- .. LL. \y y?y?? ? M1T•• .Oi°.. ... ? . .yy??. . . r, W CL'Z? Q0O ? Z Z U CC 71n1 =)aLLJ _ O LL Z ZO Q n C) (w O m M l e /•'S// Q (7 Z Q (7 0 / O O W ?• J D d Ln / 1\ J 0 J Z LU Q? N ?Q W ?N LLJ Q C) U O N Cn S City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Meeting Date: 8/6/2009 Approve a Jones Edmunds and Associates, Inc. Work Order for Engineering Services of the Pump Station Replacement at Marshall Street Advanced Pollution Control Facility (APCF)at a cost of $109,680.00 and authorize the appropriate officials to execute same. (consent) SUMMARY: The requested $109,680.00 authorization under this Work Order is for professional engineering services for the design, permitting and bidding of the Pump Station Replacement at Marshall Street APCF Project. The Archimedes screw pump station which pumps the effluent from the final clarifiers to the filter influent channel was constructed in 1988. A submersible triplex pump station was added in 1996 to supplement the aging screw pump station. The Archimedes screw pump station has reached the end of its useful life. Jones Edmunds conducted an evaluation in April, 2009 and recommended replacing the screw pump station with a new submersible pump station. The goal of this project is to provide a reliable pumping station that will pump the plant design peak hour flows (25 MGD) and meet Class I reliability. The scope of services includes the design for replacing the screw pump station with a new triplex submersible pump station. This new pump station would be constructed next to the existing triplex pump station and share a common wall. The new design will also include the demolition of the existing screw pump station and associated equipment. Marshall Street APCF is located at 1605 Harbor Drive, Clearwater, Florida. Jones Edmunds and Associates, Inc. is an Engineer-of-Record for the City of Clearwater. Sufficient budget and Utility Repair and Replacment revenue is available in 0327-96202, WWTP Screw Pump Replacements for $109,680.00. Type: Capital expenditure Current Year Budget?: Yes Budget Adjustment Comments: Current Year Cost: $109,680.00 Not to Exceed: $109,680.00 For Fiscal Year: 2008 to 2009 Appropriation Code Amount 0327-96202-561300-535-000- $109,680.00 0000 Budget Adjustment: No Annual Operating Cost: Total Cost: $109,680.00 Appropriation Comment See summary Review Approval: 1) Office of Management and Budget 2) Legal 3) Clerk 4) Assistant City Manager 5) Clerk 6) City Manager 7) Clerk Cover Memo Item # 25 Attachment number 1 Page 1 of 6 CITE' OF CLEARWATER PUBLIC WORKS ADMINISTRATION Jones Edmunds & Assoc., Inc. WO ORDER INITIATION FO Date 1. 2. July 13, 2009 Project Dumber: 03720-037-01 City Project Number: #09-0028-UT PROJECT TITLE: SCREW PUMP STATION REPLACEMENT AT MARSHALL STREET APCF SCOPE OF SERVICES Jones Edmunds is pleased to provide the City of Clearwater with this proposal for designing the screw pump station replacement at the Marshall Street APCF. The screw pump station pumps the effluent from the final clarifiers to the filter influent channel. The Archimedes screw pumps are deteriorating and only one of the three screw pumps is currently working. Jones Edmunds conducted an evaluation in April, 2009 and recommended replacing the screw pump station with a submersible pump station. The goal of this project is to provide a reliable pumping station that will pump the plant design peak hour flows (25 MGD) and meet Class I reliability. The scope of the project includes the following: a. Demolish the existing screw pump station and associated equipment. b. Perform geotechnical investigation of the soil condition at site of the proposed submersible pump station expansion. C. Perform hydraulic modeling of the reconfigured pump system incorporating the new submersible pumps and proposed wet well with the existing submersible pumps and the existing wet well. d. Design a new submersible pump station, including a new pump wet well, submersible pumps with VFD drives, pump connection to the filter influent channel, and associated electrical, instrumentation and control systems. The proposed wet well will be connected to the existing wet well and utilize the existing sluice gate e. Relocate the VFD for the existing submersible pumps to the old generator building, and design this room for use for the VFD submersible pump controls. Air condition this room and upgrade lighting for its proposed use. Based on the project description discussed above, Jones Edmunds proposes the following tasks for the project. Task 1 - Attend Kickoff Meeting Jones Edmunds key project staff will attend a kickoff meeting with the City to review the project purpose, goals and schedule. Page P Item # 25 Attachment number 1 Page 2 of 6 Task 2 - Prepare and Submit 50% Design Documents Jones Edmunds will provide the following services for its 50% design submittal: A. Conduct geotechnical investigation at the proposed wet well location. B. Collect and review existing wet well and submersible pump data to be provided by the City. C. Perform an analysis of existing and proposed pumping station design to meet Hydraulic Institute standards (ANSPHI 9.8) as closely as possible. D. Perform hydraulic modeling; to ensure the proposed new pumps will function properly with the existing pumps, to determine the control logic of the pumps, to evaluate the existing 24-inch pipe for the additional flow, and to balance the flow between the new and existing wet wells. E. Prepare 50% design plans and specifications. F. Prepare an opinion of probable construction cost. G. Submit five copies of the 50% design plans and specifications to the City for review. H. Meet with the City to review the comments. 1. Prepare Construction Permit application. J. Prepare letter permit modification to FDEP, if necessary. Task 3 - Prepare and Submit 90% Design Documents Jones Edmunds will provide the following services for the 90% design submittal: A. Incorporate the comments from the City on the 50% design. B. Prepare 90% design plans and specifications. C. Revise opinion of probable construction cost D. Submit five copies of the 90% design plans and specifications to the City for review. E. Meet with the City to review the comments. Task 4 - Prepare and Submit 100% Design and Bid Documents Jones Edmunds will provide the following services to prepare the bid documents: A. Incorporate the comments from the city on the 90% review. B. Prepare 100% design plans and specifications C. Submit five copies of the 100% design plans and specifications to the City for review. D. After City review, we will incorporate City comments and prepare the final bid documents using City's front end documents. E. Submit 10 copies of the signed and sealed bid documents to City for Construction Permitting and bidding. Task 5 - Provide Bid-Phase Services Jones Edmunds will provide the following bid-phase services: A. Assist the City with the advertisement. B. Attend a Pre-Bid meeting for the overall construction project to address questions that prospective bidders may have regarding the overall project. C. Respond to questions during the bid phase. Page 2 Item # 25 Attachment number 1 Page 3 of 6 3. 4. D. Prepare and submit up to two addenda to City. The City is responsible for issuing the addenda. E. Review and evaluate the bids and provide a recommendation for an award. BUDGET The fee, including labor and expenses anticipated to be incurred by Jones Edmunds for the completion of these tasks on a lump-sum basis, is $ 99,780. A $9,900 contingency for additional or out-of-scope work has been included. The additional or out-of-scope work can only be provided if authorized by the City's Project Manager. The total not to exceed cost to complete this work is $ 109,680. SCHEDULE The proposed scope of work will be completed within 6 months of our receiving the Notice to Proceed. An accelerated schedule can be accommodated if desired by the City to meet facility needs. 5. 6. STAFF ASSIGNMENT (Consultant) Jones Edmunds Key Staff: Thomas Friedrich, P.E. Tak Kai Pang, I'.E. Malcolm Koros, P.E. Anand Moody, P.E. Jack Drwiega, P.E. Liz Johnson, E.I. John Kramer Bilgin Erel, P.E. Client Manager Project Manager Electrical/Instrumentation Engineer Project Engineer Project Engineer Engineer Senior CADD Designer Structural Engineer CORRESPONDENCE/REPORTING PROCEDURES Engineer's project correspondence shall be directed to the Project Manager, Talc Kai Pang, P.E., with copies to Tom Friedrich, P.E. All City project correspondence shall be directed to Kelly O'Brien, City Project Manager, with copies to Janice "Nan" Bennett, P.E. 7. 8. INVOICING/FUNDING PROCEDURES Invoices are to be mailed to the City of Clearwater, Attention: Veronica Josef, Sr. Staff Assistant, Engineering Dept., P.O. Box 4748, Clearwater, FL 33758-4748. SPECIAL, CONSIDERATIONS The proposed scope of work and fee outlined above assumes the following: A. The City will be responsible for submitting the Construction Permit application and fee, if any. Page 3 Item # 25 Attachment number 1 Page 4 of 6 B. Jones Edmunds will prepare the draft and the City will be responsible for submitting the letter permit modification to FDEP and fee, if any. C. The City will provide Jones Edmunds with drawings of the existing submersible pump station, screw pump stations, and associated electrical and equipment information. D. The City will provide Jones Edmunds with drawings of the old generator room next to the filter building. E. The City will assist Jones Edmunds with the location of underground utilities that may exist in the proposed wet well area. Additional services (if required) for this project can be performed following written authorization from the City's Project Manager. City Invoicing Code: 0327-96202-561300-535-000-0000 PREPARED BY: APPROVED BY: ?s Stanley F. Ferreira, P.E. Chief Operating Officer Jones Edmunds & Associates, Inc. Michael D. Quillen, PE City Engineer City of Clearwater Aloe Date `x Date This Work Order Initiation Form, dated July 13, 2009, is issued in accordance with Paragraph 2.2 of the Agreement for Professional Services between the City of Clearwater and Jones Edmunds & Associates, Inc. dated August 11, 2006. All other provisions of the referenced Agreement remain in effect unless subsequently changed in writing and signed by both parties. Page 4 Item # 25 Attachment number 1 Page 5 of 6 ATTACHMENT A CITY OF CLEARWATER SCREW PUMP STATION PLACEMENT AT MARSHALL STREET APCF PROJECT BUDGET Jones Edmunds $ 31,400 $ 11,000 $ 42,400 Documents $ 23,300 $ 4,400 $ 27,700 4. Prepare and Submit Bid Documents $ 13,800 $ 440 $ 14,240 5. Provide Bid-Phase Services $ 13,400 $ 440 $ 13,840 Subtotal $ 53,500 $ 16,250 $ 99,750 Contingency $ 9,900 Grand Total $ 109,650 Page 5 Item # 25 Attachment number 1 Page 6 of 6 ° ,A., CITY 01" I " ENGINEERING DEPARTMENT WORK ORDER INITIATION FORM Attachment "B" CITY DELIVERABLES FORTMAT The design plans shall be compiled utilizing one of the following two methods. 1. City of Clearwater CAD standards. 2. Pinellas County CAD standards 3. Datum: Horizontal and Vertical datum shall be referenced to North American Vertical Datum of 1988 (vertical) and North American Datum of 1983/90 (horizontal). The unit of measurement shall be the United States Foot. Any deviation from this datum will not be accepted unless reviewed by City of Clearwater Engineering/Geographic Technology Division. DELIVERABLES The design plans shall be produced on vellum or bond material, 24" x 36" at a scale of 1" = 20' unless approved otherwise. Upon completion the consultant shall deliver all drawing files in digital format with all project data in Land Desktop 2000 or later including all associated dependent files. NOTE: If approved deviation from Clearwater or Pinellas County CAD standards are used the consultant shall include all necessary information to aid in manipulating the drawings including either PCP, CTB file or pen schedule for plotting. The drawing file shall include only authorized fonts, shapes, line types or other attributes contained in the standard AutoDesk, Inc. release. All block references and references contained within the drawing file shall be included. Please address any questions regarding format to Mr. Tom Mahony, at (727) 562-4762 or email address tom.mahonygclearwater- fl.com All electronic files must be delivered upon completion of project or with 100% plan submittal to City of Clearwater. Page 6 Item # 25 Attachment number 2 Page 1 of 1 o U U a BERMUDA ST - ? u x COMMODORE? m PORT u z IDLEWILD w w Ox y e u - ¢ xn CUMBERLAND BER GRANADA ST a = ? o ? z ? a g GRANADA WOODLAWN x --,R CRD ° C CHARLES ST VA ST SEDEEVA DR BVq Q, SOUVENIR pM 3 == 9,y O SEDEEVA ST gvP seDEEVA CIR s • --. al.. RD °y o - 0 ¢ NO a KRUSE po Lghl. m VN VDALE DR < tl - $CIR U S., - - WILSON RD a ELIZ T t ERIN y SUNSET POINT RD CH SUNSET ?J POINT RD O ? r CARD ° m z SPRING LA POINT DR z x O ¢¢ ,:._UTH S,TFL < m THAMES LA O L JOEL ??SOti PEE O N N F CALUMET P?? V ?a VENETIAN o ? ¢ NOKOMIS < OL?? < IN cJ OTTENENTL ST GREENLEA LEBEAU i 6qO ?,, ? IROQUOIS HEAVEN O?A-_I VN < j PRINCESS y SANDY LA SENT LA? O ? OSAGE 9q. x SAIII x sgNOV LA J PLEASANT w NARY L RD MOHAWK U o D ur J= BURS ? a ? ? ROSEMONT DR <a TERRACE RD O MO d<> < o y °9 F iF i.. LIN WOOD FAIR NT a ST FAIRMONT AIRMCNT ST LCGAN O sT FAIRMONT ST OD a?? ff&T ST Q PARKWOOD Q < MARSHgLL BECKETT ST D D _ D O> ??, ISNE ,:...I: MARSHALL o ST < ST 0 < WOODBINE GRANT ? J T ro N ? ' ~ a? 0 r?Y sT Oz - SPRING^v' ST Q SPRINGDALE OJ 2 CARLTON ¢ ST RUSSELL ST OV? ERLEA STm U GENTF ENGMAN ERP", E w ? < ? ? TANGERINE ST ? > CARROLL S1 w ENGMAN ST ¢ E MAN ST DR BI°yyELL g? ? Q g w PIKER ON DR 40 LA SALLE 2 ST < w ? p < SALLE m ADMIRAL WOODSON LA < ST - PALM BLUFF ST PALM BLUFF ST > d? z ¢ ? ?? < _ N HIBISCUS V/ "I: til 2 JURGENS ST z w p O j R HIBISCUS ST Y? 7? Inn] s 31111 CUS Si /? a METoTO < P MOO S? z F ¢ S?¢ d 7 a G MAR . ? = g PALMETTO PALMETTO ST a O ? LSON$T MI d ST g ?? G ? SEMIN ? OLE ST ?<0 Q ELDRID E ? MAPIL ST ? ELORIOGST MAPLE u'? LEE ST PLAZA ST w a< < ? ? 1 ST HART ST J ?>? ? 1 ST J ? ? ? ¢ ? ? ? ST S.R. 59G ?? o[]w? GROVE III\a? ?? LAU J I?J ? ?A ? m ? SR OG CLEVELAND l F__1 L =><>< JACKSON RD o ? 0 r a w OST Marshall St. WALNUT Advanced Wastewater ELMWOOD ST Treatment Facility ? SMpL1-W()C IIIr MBgB '¢ 'v ? `I w ? RD R??,ab. MAPLE w ST ANDA RIDGEWOOD AR ?<?<?3 ST 1??:]` FOREST RD ? w w PwewooD <> ogKwooD ?O??¢ < CRESTVIEW ST O Oo O ? ? ROSE WOOD w O¢ EI§F Z GROVE N.E. OV?? GROVE w ST z O ? 1:1 ?j LAUD ? T C D?CI ?<???? ST ? F-1 CLEVELAND A1 "-1320' Item # 25 ?- Meeting Date: 8/6/2009 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Approve providing additonal funding of $363,297 to the US Army Corps of Engineeers (USACOE) for the Stevenson Creek Estuary Restoration Project, bringing the total City share of the project cost to $2,687,637. (consent) SUMMARY: August 21, 2008, City Council approved entering into a Project Partnership Agreement (PPA) with the USACOE for the Stevenson Creek Estuary Restoration Project and provided funding to the USACOE in the amount of $2,324,340. The USACOE opened the bids for the construction and the selected bid is higher than the engineer's estimate. The selected bid requires the City to provide an additional $363,297 to pay for our share of the project before the USACOE will issue the contract. Sufficient budget and revenue is available in Capital Improvement Program project 0315-96129, Stevenson Creek Estuary Restoration. The total cost to the City remains less than the budgeted amount used in the stormwater rate study. Type: Capital expenditure Current Year Budget?: Yes Budget Adjustment: None Budget Adjustment Comments: Current Year Cost: $363,297.00 Annual Operating Cost: Not to Exceed: $363,297.00 Total Cost: $363,297.00 For Fiscal Year: 200 to 2009 Appropriation Code Amount Appropriation Comment 0315-96129-563700-539-000- $363,297.00 See summary 0000 Review 1) Financial Services 2) Office of Management and Budget 3) Clerk 4) Assistant City Manager 5) Clerk 6) City Approval: Manager 7) Clerk Cover Memo Item # 26 Attachment number 1 Page 1 of 1 DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS P.O. BOX 4970 JACKSONVILLE, FLORIDA 32232-0019 ncrL1 IV ATTENTION OF Programs and Project Management Division Project Management Branch Mr. Elliot Shoberg Engineering Department City of Clearwater 100 South Myrtle Avenue, Suite 200 P.O. Box 4748 Clearwater, Florida 33758-4748 Dear Mr. Shoberg: As stated in the executed Project Partnership Agreement (PPA) between the Department of the Army and the City of Clearwater, Florida for Design and Construction of the Stevenson Creek Estuary Aquatic Ecosystem Restoration Project in the City of Clearwater, Florida, pursuant to the authority contained in Section 206 of the Water Resources Development Act of 1996, Public Law 104-303, as amended (33 U.S.C. 2330; hereinafter "Section 206"). In accordance with Article VI of the PPA, this office determines the projected financial obligation to be $2,687,637.00. The City of Clearwater previously provided $2,324,340 which leaves a balance of $363,297. Please provide the required funds, $363,297 as soon as possible in order to avoid delays in the implementation of the project. Once the contract is awarded we will provide the City with a detailed breakdown of costs. Your check should be made payable to the "FAO, USAED, Jacksonville District, U.S. Army Corps of Engineers" and remitted to the following District Office address: Jacksonville District U.S. Army Corps of Engineers ATTN: CESAJ-DP-I (Emilio Gonzalez) 701 San Marco Boulevard Jacksonville, Florida 32207 We look forward to our continued partnership with the City of Clearwater to bring this important project to fruition. If you have any questions, please contact the Project Manager, Mr. Emilio Gonzalez, at 904-232-1108. Sincerely, P E I +rl a Jack Rintoul Deputy District Engineer for Project Management Item # 26 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Meeting Date: 8/6/2009 Authorize settlement of The Complete Angler, LLC, et al. v. City of Clearwater, a first amendment case, in the amount of $55,000.00, and authorize the City Manager to execute the Consent Judgment and Settlement Agreement. (consent) SUMMARY: The Complete Angler and its business owners filed suit in federal Court alleging that portions of the City's sign code, facially and as applied, violated their first amendment rights by improper content-based regulation and sought injunctive and declaratory relief, damages and attorneys' fees under the Civil Rights Act. Following hearing, on April 9, 2009, Judge Whittemore entered an Order Granting Plaintiffs' Motion for Preliminary Injunction, finding that the application of the sign code to Plaintiffs' fish painting and banner was unconstitutional and did not withstand strict scrutiny. The Court enjoined the City from compelling removal of the fish painting or banner and from citing violations of certain Code sections in connection with them. Since one of the criteria for granting of a preliminary injunction is the likelihood of eventual success on the merits at trial, it is thought there is a good chance that Plaintiffs will be successful if the case continues. The terms of the proposed settlement are: The City will pay $55,000.00 to Plaintiffs; Plaintiffs will dismiss the federal case; The City will allow the fish painting and banner to remain and will not cite the listed Code sections in connection with either [it is staffs understanding that the banner has been removed]; Plaintiffs may complete the fish painting; Plaintiffs release the City, and its employees and agents in the course and scope of their official employment duties, from any claims; The City Manager is authorized to execute a Consent Judgment and Settlement Agreement memorializing the settlement terms and the parties will submit it to the Court for entry of a Final Consent Order. Funding is available in the Central Insurance Fund operating budget for the settlement cost. Type: Other Current Year Budget?: Yes Budget Adjustment Comments: Current Year Cost: Not to Exceed: $55,000 For Fiscal Year: 2009 to 2010 Budget Adjustment: None Annual Operating Cost: Total Cost: $55,000 Appropriation Code Amount Appropriation Comment 590-07000-545900-519-000- $55,000 0000 Review Approval: 1) Office of Management and Budget 2) Legal 3) Office of Management and Budget 4) Legal 5) Clerk 6) Clerk Cover Memo Item # 27 ?- Meeting Date: 8/6/2009 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Authorize the City to enter into an agreement with CSX Transportation, Inc., for installation of a raw water main in the CSX right- of-way as part of the Water Treatment Plants 1 and 3 Wellfield Expansion Project Phase II-Raw Water Mains; and approve Pipeline Crossing Agreement CSX-632023, authorize the appropriate officials to execute same and adopt Resolution 09-30. SUMMARY: As part of the Water Treatment Plants 1 and 3 Wellfield Expansion Project Phase II-Raw Water Mains, the City needs to construct one (1) 8" raw water main crossing the CSX right-of-way. CSX requires an Agreement to cover the costs of the encroachment, construction risk and to establish the terms and conditions associated with placing a pipeline underneath their railway system. The cost to the City will be $4000 for a license fee, $150 for Coordination fee, and $1,125.00 for a construction risk fee for a total cost of $5,275.00. Sufficient budget and funding with 2009 Water and Sewer Revenue Bond proceeds is available in project 0376-96764, RO Plant Expansion. Type: Other Current Year Budget?: Yes Budget Adjustment Comments: Current Year Cost: Not to Exceed: For Fiscal Year: Appropriation Code 0376-96764-565400-533-000- 0000 Budget Adjustment: None $5,275.00 Annual Operating Cost: $5,275.00 Total Cost: $5,275.00 to Amount Appropriation Comment $5,275.00 see summary section Review Approval: 1) Office of Management and Budget 2) Legal 3) Clerk 4) Assistant City Manager 5) Clerk 6) City Manager 7) Clerk Cover Memo Item # 28 Attachment number 1 Page 1 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 FACILITY ENCROACHMENT AGREEMENT THIS AGREEMENT, Made and effective as of July 1, 2009, by and between CSX TRANSPORTATION INC, a Virginia corporation, whose mailing address is 500 Water Street, Jacksonville, Florida 32202, hereinafter called "Licensor," and CITY OF CLEARWATER, a municipal corporation, political subdivision or state agency, under the laws of the State of Florida, whose mailing address is 100 South Myrtle Avenue, Clearwater, Florida 33756, hereinafter called "Licensee," WITNESSETH: WHEREAS, Licensee desires to construct (unless previously constructed and designated as existing herein), use and maintain the below described facility(ies), hereinafter called "Facilities," over, under or across property owned or controlled by Licensor, at the below described location(s): 1. One (1) eight inch (8") diameter sub-grade pipeline crossing, solely for the conveyance of raw water, located at or near Clearwater, Pinellas County, Florida, Jacksonville Division, Clearwater Subdivision, Milepost SY-872.96, hereinafter, collectively, called the "Encroachment," as shown on print(s) labeled Exhibit "B," attached hereto and made a part hereof; other details and data pertaining to said Facilities being as indicated on Exhibit "A," also attached hereto and made a part hereof, NOW, THEREFORE, in consideration of the mutual covenants, conditions, terms and agreements herein contained, the parties hereto agree and covenant as follows: 1. LICENSE: 1.1 Subject to Article 17, Licensor, insofar as it has the legal right, power and authority to do so, and its present title permits, and subject to: (A) Licensor's present and future right to occupy, possess and use its property within the area of the Encroachment for any and all purposes; (B) All encumbrances, conditions, covenants, easements, and limitations applicable to Licensor's title to or rights in the subject property; and (C) Compliance by Licensee with the terms and conditions herein contained; does hereby license and permit Licensee to construct, maintain, repair, renew, operate, use, alter or change the Facilities at the Encroachment above for the term herein stated, and to remove same upon termination. 1.2 The term Facilities, as used herein, shall include only those structures and ancillary facilities devoted exclusively to the transmission usage above within the Encroachment, and as shown on attached Facility Application Form and plan(s). Page 1 of 13 o Item # 28 Attachment number 1 Page 2 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 1.3 No additional structures or other facilities shall be placed, allowed, or maintained by Licensee in, upon or on the Encroachment except upon prior separate written consent of Licensor. 2. ENCROACHMENT FEE; TERM: 2.1 Licensee shall pay Licensor a one-time nonrefundable Encroachment Fee of FOUR THOUSAND AND 00/100 U.S. DOLLARS ($4,000.00) upon execution of this Agreement. Licensee agrees that the Encroachment Fee applies only to the original Licensee under this Agreement. In the event of a successor (by merger, consolidation, reorganization and/or assignment) or if the original Licensee changes its name, then Licensee shall be subject to payment of Licensor's current administrative and document preparation fees for the cost incurred by Licensor in preparing and maintaining this Agreement on a current basis. 2.2 However, Licensee assumes sole responsibility for, and shall pay directly (or reimburse Licensor), any additional annual taxes and/or periodic assessments levied against Licensor or Licensor's property solely on account of said Facilities or Encroachment. 2.3 This Agreement shall terminate as herein provided, but shall also terminate upon: (a) Licensee's cessation of use of the Facilities or Encroachment for the purpose(s) above; (b) removal of the Facilities; (c) subsequent mutual consent; and/or (d) failure of Licensee to complete installation within five (5) years from the effective date of this Agreement. 2.4 In further consideration for the license or right hereby granted, Licensee hereby agrees that Licensor shall not be charged or assessed, directly or indirectly, with any part of the cost of the installation of said Facilities and appurtenances, and/or maintenance thereof, or for any public works project of which said Facilities is a part. 3. CONSTRUCTION, MAINTENANCE AND REPAIRS: 3.1 Licensee shall construct, maintain, relocate, repair, renew, alter, and/or remove the Facilities, in a prudent, workmanlike manner, using quality materials and complying with any applicable standard(s) or regulation(s) of Licensor (A.R.E.M.A. Specifications), or Licensee's particular industry, National Electrical Safety Code, or any governmental or regulatory body having jurisdiction over the Encroachment. 3.2 Location and construction of Facilities shall be made strictly in accordance with design(s) and specifications furnished to and approved by Licensor and of material(s) and size(s) appropriate for the purpose(s) above recited. 3.3 All of Licensee's work, and exercise of rights hereunder, shall be undertaken at time(s) satisfactory to Licensor, and so as to eliminate or minimize any impact on or interference with the safe use and operation of Licensor's property and appurtenances thereto. Page 2 of 13 o Item # 28 Attachment number 1 Page 3 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 3.4 In the installation, maintenance, repair and/or removal of said Facilities, Licensee shall not use explosives of any type or perform or cause any blasting without the separate express written consent of Licensor. As a condition to such consent, a representative will be assigned by Licensor to monitor blasting, and Licensee shall reimburse Licensor for the entire cost and/or expense of furnishing said monitor. 3.5 Any repairs or maintenance to the Facilities, whether resulting from acts of Licensee, or natural or weather events, which are necessary to protect or facilitate Licensor's use of its property, shall be made by Licensee promptly, but in no event later than thirty (30) days after Licensee has notice as to the need for such repairs or maintenance. 3.6 Licensor, in order to protect or safeguard its property, rail operations, equipment and/or employees from damage or injury, may request immediate repair or renewal of the Facilities, and if the same is not performed, may make or contract to make such repairs or renewals, at the sole risk, cost and expense of Licensee. 3.7 Neither the failure of Licensor to object to any work done, material used, or method of construction or maintenance of said Encroachment, nor any approval given or supervision exercised by Licensor, shall be construed as an admission of liability or responsibility by Licensor, or as a waiver by Licensor of any of the obligations, liability and/or responsibility of Licensee under this Agreement. 3.8 All work on the Encroachment shall be conducted in accordance with Licensor's safety rules and regulations. 3.9 Licensee hereby agrees to reimburse Licensor any loss, cost or expense (including losses resulting from train delays and/or inability to meet train schedules) arising from any failure of Licensee to make repairs or conduct maintenance as required by Section 3.5 above or from improper or incomplete repairs or maintenance to the Facilities or Encroachment. 4. PERMITS, LICENSES: 4.1 Before any work hereunder is performed, or before use of the Encroachment for the contracted purpose, Licensee, at its sole cost and expense, shall obtain all necessary permit(s) (including but not limited to zoning, building, construction, health, safety or environmental matters), letter(s) or certificate(s) of approval. Licensee expressly agrees and warrants that it shall conform and limit its activities to the terms of such permit(s), approval(s) and authorization(s), and shall comply with all applicable ordinances, rules, regulations, requirements and laws of any governmental authority (State, Federal or Local) having jurisdiction over Licensee's activities, including the location, contact, excavation and protection regulations of the Occupational Safety and Health Act (OSHA) (29 CFR 1926.65 1 (b)), et al., and State "One Call" - "Call Before You Dig" requirements. 4.2 Licensee assumes sole responsibility for failure to obtain such permit(s) or approval(s), for any violations thereof, or for costs or expenses of compliance or remedy. Page 3 of 13 o Item # 28 Attachment number 1 Page 4 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 5. MARKING AND SUPPORT: 5.1 With respect to any subsurface installation or maintenance upon Licensor's property, Licensee, at its sole cost and expense, shall: (A) support track(s) and roadbed in a manner satisfactory to Licensor; (B) backfill with satisfactory material and thoroughly tamp all trenches to prevent settling of surface of land and roadbed of Licensor; and (C) either remove any surplus earth or material from Licensor's property or cause said surplus earth or material to be placed and distributed at location(s) and in such manner Licensor may approve. 5.2 After construction or maintenance of the Facilities, Licensee shall: (A) Restore any track(s), roadbed and other disturbed property; and (B) Erect, maintain and periodically verify the accuracy of aboveground markers, in a form approved by Licensor, indicating the location, depth and ownership of any underground Facilities or related facilities. 5.3 Licensee shall be solely responsible for any subsidence or failure of lateral or subjacent support in the Encroachment area for a period of three (3) years after completion of installation. 6. TRACK CHANGES: 6.1 In the event that rail operations and/or track maintenance result in changes in grade or alignment of, additions to, or relocation of track(s) or other facilities, or in the event future use of Licensor's rail corridor or property necessitate any change of location, height or depth in the Facilities or Encroachment, Licensee, at its sole cost and expense and within thirty (30) days after notice in writing from Licensor, shall make changes in the Facilities or Encroachment to accommodate such track(s) or operations. 6.2 If Licensee fails to do so, Licensor may make or contract to make such changes at Licensee's cost. 7. FACILITY CHANGES: 7.1 Licensee shall periodically monitor and verify the depth or height of the Facilities or Encroachment in relation to the existing tracks and facilities, and shall relocate the Facilities or change the Encroachment, at Licensee's expense, should such relocation or change be necessary to comply with the minimum clearance requirements of Licensor. Page 4 of 13 o Item # 28 Attachment number 1 Page 5 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 7.2 If Licensee undertakes to revise, renew, relocate or change in any manner whatsoever all or any part of the Facilities (including any change in voltage or gauge of wire or any change in circumference, diameter or radius of pipe or change in materials transmitted in and through said pipe), or is required by any public agency or court order to do so, plans therefor shall be submitted to Licensor for approval before such change. After approval, the terms and conditions of this Agreement shall apply thereto. 8. INTERFERENCE WITH RAIL FACILITIES: 8.1 Although the Facilities/Encroachment herein permitted may not presently interfere with Licensor's railroad or facilities, in the event that the operation, existence or maintenance of said Facilities, in the sole judgment of Licensor, causes: (a) interference (including, but not limited to, physical or interference from an electromagnetic induction, or interference from stray or other currents) with Licensor's power lines, communication, signal or other wires, train control system, or electrical or electronic apparatus; or (b) interference in any manner, with the operation, maintenance or use of the rail corridor, track(s), structures, pole line(s), devices, other property, or any appurtenances thereto; then and in either event, Licensee, upon receipt of written notice from Licensor of any such interference, and at Licensee's sole risk, cost and expense, shall promptly make such changes in its Facilities or installation, as may be required in the reasonable judgment of the Licensor to eliminate all such interference. Upon Licensee's failure to remedy or change, Licensor may do so or contract to do so at Licensee's sole cost. 8.2 Without assuming any duty hereunder to inspect the Facilities, Licensor hereby reserves the right to inspect same and to require Licensee to undertake repairs, maintenance or adjustments to the Facilities, which Licensee hereby agrees to make promptly, at Licensee's sole cost and expense. 9. RISK, LIABILITY, INDEMNITY: With respect to the relative risk and liabilities of the parties, it is hereby agreed that: 9.1 Licensee hereby agrees to, defend, indemnify, and hold Licensor harmless from and against any and all liability, loss, claim, suit, damage, charge or expense which Licensor may suffer, sustain, incur or in any way be subjected to, on account of death of or injury to any person whomsoever (including officers, agents, employees or invitees of Licensor), and for damage to or loss of or destruction of any property whatsoever, arising out of, resulting from, or in any way connected with the construction, repair, maintenance, replacement, presence, existence, operations, use or removal of the Facilities or any structure in connection therewith, or restoration of premises of Licensor to good order or condition after removal, EXCEPT when proven to have been caused solely by the willful misconduct or gross negligence of Licensor. HOWEVER, during any period of actual construction, repair, maintenance, replacement or removal of the Facilities, wherein agents, equipment or personnel of Licensee are on the railroad rail corridor, Licensee's liability hereunder shall be absolute, irrespective of any joint, sole or contributory fault or negligence of Licensor. Page 5 of 13 o Item # 28 Attachment number 1 Page 6 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 9.2 Use of Licensor's rail corridor involves certain risks of loss or damage as a result of the rail operations. Notwithstanding Section 9. 1, Licensee expressly assumes all risk of loss and damage to Licensee's Property or the Facilities in, on, over or under the Encroachment, including loss of or any interference with use or service thereof, regardless of cause, including electrical field creation, fire or derailment resulting from rail operations. For this Section, the term "Licensee's Property" shall include property of third parties situated or placed upon Licensor's rail corridor by Licensee or by such third parties at request of or for benefit of Licensee. 9.3 Licensee assumes all responsibility for, and agrees to defend, indemnify and hold Licensor harmless from: (a) all claims, costs and expenses, including reasonable attorneys' fees, as a consequence of any sudden or nonsudden pollution of air, water, land and/or ground water on or off the Encroachment area, arising from or in connection with the use of this Encroachment or resulting from leaking, bursting, spilling, or any escape of the material transmitted in or through the Facilities; (b) any claim or liability arising under federal or state law dealing with either such sudden or nonsudden pollution of air, water, land and/or ground water arising therefrom or the remedy thereof; and (c) any subsidence or failure of lateral or subjacent support of the tracks arising from such Facilities leakage. 9.4 Notwithstanding Section 9.1, Licensee also expressly assumes all risk of loss which in any way may result from Licensee's failure to maintain either required clearances for any overhead Facilities or the required depth and encasement for any underground Facilities, whether or not such loss(es) result(s) in whole or part from Licensor's contributory negligence or joint fault. 9.5 Obligations of Licensee hereunder to release, indemnify and hold Licensor harmless shall also extend to companies and other legal entities that control, are controlled by, subsidiaries of, or are affiliated with Licensor, as well as any railroad that operates over the rail corridor on which the Encroachment is located, and the officers, employees and agents of each. 9.6 If a claim is made or action is brought against Licensor, and/or its operating lessee, for which Licensee may be responsible hereunder, in whole or in part, Licensee shall be notified to assume the handling or defense of such claim or action; but Licensor may participate in such handling or defense. 10. INSURANCE: 10.1 Prior to commencement of surveys, installation or occupation of premises pursuant to this Agreement, Licensee shall procure and shall maintain during the continuance of this Agreement, at its sole cost and expense, a policy of Commercial General Liability Insurance CGL , naming Licensor, and/or its designee, as additional insured and covering liability assumed by Licensee under this Agreement. A coverage limit of not less than THREE MILLION AND 00/100 U.S. DOLLARS ($3,000,000.00) Combined Single Limit per occurrence for bodily injury liability and property damage liability is currently required as a prudent minimum to protect Licensee's assumed obligations. The evidence of insurance coverage shall be endorsed to provide for thirty (30) days' notice to Licensor, or its designee, Page 6 of 13 o Item # 28 Attachment number 1 Page 7 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 prior to cancellation or modification of any policy. Mail CGL certificate, along with agreement, to CSX Transportation, Inc., Speed Code J180, 500 Water Street, Jacksonville, FL 32202. On each successive year, send certificate to Speed Code C907 at the address listed above. 10.2 If Licensee's existing CGL policy(ies) do(es) not automatically cover Licensee's contractual liability during periods of survey, installation, maintenance and continued occupation, a specific endorsement adding such coverage shall be purchased by Licensee. If said CGL policy is written on a "claims made" basis instead of a "per occurrence" basis, Licensee shall arrange for adequate time for reporting losses. Failure to do so shall be at Licensee's sole risk. 10.3 Licensor, or its designee, may at any time request evidence of insurance purchased by Licensee to comply with this Agreement. Failure of Licensee to comply with Licensor's request shall be considered a default by Licensee. 10.4 Securing such insurance shall not limit Licensee's liability under this Agreement, but shall be security therefor. 10.5 (A) In the event Licensee finds it necessary to perform construction or demolition operations within fifty feet (50') of any operated railroad track(s) or affecting any railroad bridge, trestle, tunnel, track(s), roadbed, overpass or underpass, Licensee shall: (a) notify Licensor; and (b) require its contractor(s) performing such operations to procure and maintain during the period of construction or demolition operations, at no cost to Licensor, Railroad Protective Liability (RPL) Insurance, naming Licensor, and/or its designee, as Named Insured, written on the current ISO/RIMA Form (ISO Form No. CG 00 35 0196) with limits of FIVE MILLION AND 00/100 U.S. DOLLARS ($5,000,000.00) per occurrence for bodily injury and property damage, with at least TEN MILLION AND 00/100 U.S. DOLLARS ($10,000,000.00) aggregate limit per annual policy period, with Pollution Exclusion Amendment (ISO CG 28 31 11 85) if an older ISO Form CG 00 35 is used. The original of such RPL policy shall be sent to and approved by Licensor prior to commencement of such construction or demolition. Licensor reserves the right to demand higher limits. (B) At Licensor's option, in lieu of purchasing RPL insurance from an insurance company (but not CGL insurance), Licensee may pay Licensor, at Licensor's current rate at time of request, the cost of adding this Encroachment, or additional construction and/or demolition activities, to Licensor's Railroad Protective Liability (RPL) Policy for the period of actual construction. This coverage is offered at Licensor's discretion and may not be available under all circumstances. 11. GRADE CROSSINGS; FLAGGING: 11.1 Nothing herein contained shall be construed to permit Licensee or Licensee's contractor to move any vehicles or equipment over the track(s), except at public road crossing(s), without separate prior written approval of Licensor (CSXT Form 7422). Page 7 of 13 o Item # 28 Attachment number 1 Page 8 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 11.2 If Licensor deems it advisable, during any construction, maintenance, repair, renewal, alteration, change or removal of said Facilities, to place watchmen, flagmen, inspectors or supervisors for protection of operations of Licensor or others on Licensor's rail corridor at the Encroachment, and to keep persons, equipment or materials away from the track(s), Licensor shall have the right to do so at the expense of Licensee, but Licensor shall not be liable for failure to do so. 11.3 Subject to Licensor's consent and to Licensor's Railroad Operating Rules and labor agreements, Licensee may provide flagmen, watchmen, inspectors or supervisors during all times of construction, repair, maintenance, replacement or removal, at Licensee's sole risk and expense; and in such event, Licensor shall not be liable for the failure or neglect of such watchmen, flagmen, inspectors or supervisors. 12. LICENSOR'S COSTS: 12.1 Any additional or alternative costs or expenses incurred by Licensor to accommodate Licensee's continued use of Licensor's property as a result of track changes or wire changes shall also be paid by Licensee. 12.2 Licensor's expense for wages ("force account" charges) and materials for any work performed at the expense of Licensee pursuant hereto shall be paid by Licensee within thirty (30) days after receipt of Licensor's bill therefor. Licensor may, at its discretion, request an advance deposit for estimated Licensor costs and expenses. 12.3 Such expense shall include, but not be limited to, cost of railroad labor and supervision under "force account" rules, plus current applicable overhead percentages, the actual cost of materials, and insurance, freight and handling charges on all material used. Equipment rentals shall be in accordance with Licensor's applicable fixed rate. Licensor may, at its discretion, require advance deposits for estimated costs of such expenses and costs. 13. DEFAULT, BREACH, WAIVER: 13.1 The proper and complete performance of each covenant of this Agreement shall be deemed of the essence thereof, and in the event Licensee fails or refuses to fully and completely perform any of said covenants or remedy any breach within thirty (30) days after receiving written notice from Licensor to do so (or within forty-eight (48) hours in the event of notice of a railroad emergency), Licensor shall have the option of immediately revoking this Agreement and the privileges and powers hereby conferred, regardless of encroachment fee(s) having been paid in advance for any annual or other period. Upon such revocation, Licensee shall make removal in accordance with Article 14. 13.2 No waiver by Licensor of its rights as to any breach of covenant or condition herein contained shall be construed as a permanent waiver of such covenant or condition, or any subsequent breach thereof, unless such covenant or condition is permanently waived in writing by Licensor. Page 8 of 13 o Item # 28 Attachment number 1 Page 9 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 13.3 Neither the failure of Licensor to object to any work done, material used, or method of construction or maintenance of said Encroachment, nor any approval given or supervision exercised by Licensor, shall be construed as an admission of liability or responsibility by Licensor, or as a waiver by Licensor of any of the obligations, liability and/or responsibility of Licensee under this Agreement. 14. TERMINATION, REMOVAL: 14.1 All rights which Licensee may have hereunder shall cease upon the date of (a) termination, (b) revocation, or (c) subsequent agreement, or (d) Licensee's removal of the Facility from the Encroachment. However, neither termination nor revocation of this Agreement shall affect any claims and liabilities which have arisen or accrued hereunder, and which at the time of termination or revocation have not been satisfied; neither party, however, waiving any third party defenses or actions. 14.2 Within thirty (30) days after revocation or termination, Licensee, at its sole risk and expense, shall (a) remove the Facilities from the rail corridor of Licensor, unless the parties hereto agree otherwise, (b) restore the rail corridor of Licensor in a manner satisfactory to Licensor, and (c) reimburse Licensor any loss, cost or expense of Licensor resulting from such removal. 15. NOTICE: 15.1 Licensee shall give Licensor at least thirty (30) days written notice before doing aM work on Licensor's rail corridor, except that in cases of emergency shorter notice may be given. Licensee shall provide proper notification as follows: a. For non-emergencies, Licensee shall complete and submit Licensor's Outside Party Number Request Form (Form # OP) by facsimile, to facsimile numbers: (904) 245-3692 and (904) 633-3450. Licensee may also scan and email a completed form to email address: OP_Request@csx.com. A blank form, as well as additional instructions and information, can be obtained from Licensor's web site, via web link: http://www.csx.com/?fuseaction=general.csxp_flag. b. For emergencies, Licensee shall complete all of the steps outlined in Section 15.1 a. above, and shall also include detailed information of the emergency. Licensee shall also call and report details of the emergency to Licensor's Rail Operations Emergency Telephone Number: 1-800-232-0144. In the event Licensor needs to contact Licensee concerning an emergency involving Licensee's Facility(ies), the emergency phone number for Licensee is: 727-224-7049. 15.2 All other notices and communications concerning this Agreement shall be addressed to Licensee at the address above, and to Licensor at the address shown on Page 1, c/o CSXT Contract Management, J180; or at such other address as either party may designate in writing to the other. Page 9 of 13 o Item # 28 Attachment number 1 Page 10 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 15.3 Unless otherwise expressly stated herein, all such notices shall be in writing and sent via Certified or Registered Mail, Return Receipt Requested, or by courier, and shall be considered delivered upon: (a) actual receipt, or (b) date of refusal of such delivery. 16. ASSIGNMENT: 16.1 The rights herein conferred are the privileges of Licensee only, and Licensee shall obtain Licensor's prior written consent to any assignment of Licensee's interest herein; said consent shall not be unreasonably withheld. 16.2 Subject to Sections 2 and 16.1, this Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors or assigns. 16.3 Licensee shall give Licensor written notice of any legal succession (by merger, consolidation, reorganization, etc.) or other change of legal existence or status of Licensee, with a copy of all documents attesting to such change or legal succession, within thirty (30) days thereof. 16.4 Licensor expressly reserves the right to assign this Agreement, in whole or in part, to any grantee, lessee, or vendee of Licensor's underlying property interests in the Encroachment, upon written notice thereof to Licensee. 16.5 In the event of any unauthorized sale, transfer, assignment, sublicense or encumbrance of this Agreement, or any of the rights and privileges hereunder, Licensor, at its option, may revoke this Agreement by giving Licensee or any such assignee written notice of such revocation; and Licensee shall reimburse Licensor for any loss, cost or expense Licensor may incur as a result of Licensee's failure to obtain said consent. 17. TITLE: 17.1 Licensee understands that Licensor occupies, uses and possesses lands, rights-of-way and rail corridors under all forms and qualities of ownership rights or facts, from full fee simple absolute to bare occupation. Accordingly, nothing in this Agreement shall act as or be deemed to act as any warranty, guaranty or representation of the quality of Licensor's title for any particular Encroachment or segment of Rail Corridor occupied, used or enjoyed in any manner by Licensee under any rights created in this Agreement. It is expressly understood that Licensor does not warrant title to any Rail Corridor and Licensee will accept the grants and privileges contained herein, subject to all lawful outstanding existing liens, mortgages and superior rights in and to the Rail Corridor, and all leases, licenses and easements or other interests previously granted to others therein. 17.2 The term "license," as used herein, shall mean with regard to any portion of the Rail Corridor which is owned by Licensor in fee simple absolute, or where the applicable law of the State where the Encroachment is located otherwise permits Licensor to make such grants to Licensee, a "permission to use" the Rail Corridor, with dominion and control over such portion of the Rail Corridor remaining with Licensor, and no interest in or exclusive right to Page 10 of 13 o Item # 28 Attachment number 1 Page 11 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 possess being otherwise granted to Licensee. With regard to any other portion of Rail Corridor occupied, used or controlled by Licensor under any other facts or rights, Licensor merely waives its exclusive right to occupy the Rail Corridor and grants no other rights whatsoever under this Agreement, such waiver continuing only so long as Licensor continues its own occupation, use or control. Licensor does not warrant or guarantee that the license granted hereunder provides Licensee with all of the rights necessary to occupy any portion of the Rail Corridor. Licensee further acknowledges that it does not have the right to occupy any portion of the Rail Corridor held by Licensor in less than fee simple absolute without also receiving the consent of the owner(s) of the fee simple absolute estate. Further, Licensee shall not obtain, exercise or claim any interest in the Rail Corridor that would impair Licensor's existing rights therein. 17.3 Licensee agrees it shall not have nor shall it make, and hereby completely and absolutely waives its right to, any claim against Licensor for damages on account of any deficiencies in title to the Rail Corridor in the event of failure or insufficiency of Licensor's title to any portion thereof arising from Licensee's use or occupancy thereof. 17.4 Licensee agrees to fully and completely indemnify and defend all claims or litigation for slander of title, overburden of easement, or similar claims arising out of or based upon the Facilities placement, or the presence of the Facilities in, on or along any Encroachment(s), including claims for punitive or special damages. 17.5 Licensee shall not at any time own or claim any right, title or interest in or to Licensor's property occupied by the Encroachments, nor shall the exercise of this Agreement for any length of time give rise to any right, title or interest in Licensee to said property other than the license herein created. 17.6 Nothing in this Agreement shall be deemed to give, and Licensor hereby expressly waives, any claim of ownership in and to any part of the Facilities. 17.7 Licensee shall not create or permit any mortgage, pledge, security, interest, lien or encumbrances, including without limitation, tax liens and liens or encumbrances with respect to work performed or equipment furnished in connection with the construction, installation, repair, maintenance or operation of the Facilities in or on any portion of the Encroachment (collectively, "Liens or Encumbrances"), to be established or remain against the Encroachment or any portion thereof or any other Licensor property. 17.8 In the event that any property of Licensor becomes subject to such Liens or Encumbrances, Licensee agrees to pay, discharge or remove the same promptly upon Licensee's receipt of notice that such Liens or Encumbrances have been filed or docketed against the Encroachment or any other property of Licensor; however, Licensee reserves the right to challenge, at its sole expense, the validity and/or enforceability of any such Liens or Encumbrances. Page 11 of 13 o Item # 28 Attachment number 1 Page 12 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 18. GENERAL PROVISIONS: 18.1 This Agreement, and the attached specifications, contains the entire understanding between the parties hereto. 18.2 Neither this Agreement, any provision hereof, nor any agreement or provision included herein by reference, shall operate or be construed as being for the benefit of any third person. 18.3 Except as otherwise provided herein, or in any Rider attached hereto, neither the form of this Agreement, nor any language herein, shall be interpreted or construed in favor of or against either party hereto as the sole drafter thereof. 18.4 This Agreement is executed under current interpretation of applicable Federal, State, County, Municipal or other local statute, ordinance or law(s). However, each separate division (paragraph, clause, item, term, condition, covenant or agreement) herein shall have independent and severable status for the determination of legality, so that if any separate division is determined to be void or unenforceable for any reason, such determination shall have no effect upon the validity or enforceability of each other separate division, or any combination thereof. 18.5 This Agreement shall be construed and governed by the laws of the state in which the Facilities and Encroachment are located. 18.6 If any amount due pursuant to the terms of this Agreement is not paid by the due date, it will be subject to Licensor's standard late charge and will also accrue interest at eighteen percent (18%) per annum, unless limited by local law, and then at the highest rate so permitted. 18.7 Licensee agrees to reimburse Licensor for all reasonable costs (including attorney's fees) incurred by Licensor for collecting any amount due under the Agreement. 18.8 The provisions of this License are considered confidential and may not be disclosed to a third parry without the consent of the other party(s), except: (a) as required by statute, regulation or court order, (b) to a parent, affiliate or subsidiary company, (c) to an auditing firm or legal counsel that are agreeable to the confidentiality provisions, or (d) to Lessees of Licensor's land and/or track who are affected by the terms and conditions of this Agreement and will maintain the confidentiality of this Agreement. 18.9 Licensor shall refund to Licensee any overpayments collected, plus any taxes paid in advance; PROVIDED, however, such refund shall not be made when the cumulative total involved is less than One Hundred Dollars ($100.00). 19. RESERVED: 20. RESERVED: Page 12 of 13 o Item # 28 Attachment number 1 Page 13 of 13 PS - FORM 1001 REVISED APRIL 29, 2008 AGREEMENT NO. CSX632023 IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate (each of which shall constitute an original) as of the effective date of this Agreement. Witness for Licensor: CSX TRANSPORTATION INC By: Print/Type Name: Print/Type Title: Witness for Licensee: CITY OF CLEARWATER By: Who, by the execution hereof, affirms that he/she has the authority to do so and to bind the Licensee to the terms and conditions of this Agreement. Print/Type Name: Print/Type Title: Tax ID No.: Authority under Ordinance or Resolution No. , Dated Page 13 of 13 o Item # 28 CSx Statement of Fees City of Clearwater 1650 N. Arcturus Avenue Cleurwoter. Ft 33765 Amount Due Attachment number 2 Page 1 of 8 Page 1 of 1 Account/Controct CSX 632023 Customer Project No. Mote 7/2/2009 $ 5275.00 °r 51-1 uf) ( f I.. ?? f 47 1 ? f,' s _f ..t ? i - ?F?.t??.., ??f'r?c?. _ __ irl '_? ? -•'.,?? {. - ?rj_ J Total Current Fees $ 5275.00 News You Can Use C3X Fe :-,l ID No, C37 Jon I [`ice. 54-6,000720 1022382868 `SX SfDo ta€ cn. ft Fee .A- J FL z _ " ?:'3f1t?GT: Item # 28 Attachment number 2 Page 2 of 8 CSC 632023 If because of State Statute/Low you cannot meet the monetary coverage limits required in Section 10.1 of the Agreement, you must pay the toted due listed above, which includes a 50% surcharge in the amount of $375.00, which will be applied towards the RPL payment. If you can meet the monetary requirements of Section 14.1, you may reduce the total amount due by $375.40. Payment of the surcharge does not waive Section 10.1, it only compensates for less than required monetary coverage. You will still need to provide insurance documentation in accordance with Section 101 Item # 28 Attachment number 2 Page 3 of 8 TRANSPORTATION Ft RN4 CSX`1 7455 -- Rev. 47102/2007 (Page 1 of 4) APPLICATION FOR PIPELINE C"ROSSINGIPARALLELISM All applications are to be submitted in accordance with CSXT`s Pipeline Specification Package- Failure to strictly adhere to these specifications will result in delays, additional costs and possible return of your application. Drawings should either be $/2" x 1 1 ", 8'/z" x 14" or 11" x 1.7" size (refer to Drawing requirement checklist). CSXT reserves the right to approve or decline any application. One original and one copy of this application form, together with plan and profile drawings, and a $750.00 nonrefundable Review Fee are to be submitted to: CSX Transportation, Inc., Propertp Services Department, JI$(l, 500 Water Street, Jacksonville, FL 32262. DATE RECEIVED • No work may proceed on CSXT's right of way until the Licensee has received a fully executed agreement and obtained notice to proceed fro€n CSXT's local Road€naster or its designee. • Due to future maintenance responsibilities CSXT will not enter into an agreement with a Developer. It is the Developer's responsibility to coordinate the application with the local governing municipal authority. • No verbal approvals will be granted. No blasting on/under/near CSXT right of way. No Directional Boring- Application Date: ' clr r ?L ?' CSXT EilciAgreement Number: - - -- --- . - -- - e=ctiir? t: P3jii'liJJr'ti??et'!%?. !c frtrrf rt; r{'e'r]#Nftt'.e{tr,€uhl hc° trrtrTtrf fn ifri.r;r,ldr?ss Info ----------------- Owner's Complete Legal _ Company Name: Cla??? wc,?.r CClntdCtamelTitle: TY • C. t: Le al Address: 14, c` CitvlStatelZ?p: C ??i? w? =lur tcla 3 C S Street Address for Overnight Mail (check if same as legal address R): Email Address: -'"I Office/Al tern ate Phone: (-lz 4- -11-10%. l „?llll V 1\O.lil QX• ? Y ? ? - tt1° The erncjvcs-icv mimber is needed in the event of de: -fv p e of Business. (a) ?Corporatic?n State of Inc,, (d) IX MI?-rici 49 I L -IL'(J iltnent, i Ca il!m. etc... (b) LJ State: 11:=r1110rship - 4 (c) Lj Other Describe: ?odivldurd -------------- ?i 111111 1.tltrttiflt t J}tl?lllt Ydtt 1#bto ' f. Mfr Chi #c Fi t cZ rtcltft t?? }jtldf {3 {Ti 3Sft77?G'sl ! flli t(la Ii'? 1-tl?;lnc"cl- (, a?nrr3li:JJJt ?y3?811 J/-t ?illlJ'' 1 rtlt'. a. 3 ? x Street Ad€IrJ,ss for ON orJri bt 3'1.li ___ a_-. _._? rltftc 1 .JS r ; 74 14 € . p ; ?l < f Art Ph =;rae 4 - -------------- ------ ------ ---------------------------- Item # 28 Attachment number 2 Page 4 of 8 ("ORM CSXT 7455 - Rev, 07x"02: 2007 (Page 2 of 4) pplication Date. -=' CSXT File/Agreement Number: - ---. - - ..... _ .. _, . _ . ---- 7': 7 Scaion 3: _Rtfereno J14o - - -- ----------------- --- - - Corered by a neral- Agreement: A r?;ctxtent No. _ A ?reettteni Date: Worts to be performa Owner's em I.0 'ecs b Owner's contractor Type of InstallN c w *Revisi.on to *Attachment to *Upgrade to a) l [I 4sion, attael mer!f. ')r td. Trade, you must -)ro i ? ac ails' scope of p o,iect. -- b) J o t'li Cf f?9o4dPI f'.y 1 r/ ( C 1.?'1?rJ. # !P>> 517 Cr f4tTJ? lt'll. yGE Will pipclr' ?in Railroad corridor? r roc}rnei ?? n'o.: ne connect to an existing facrlit? i4 rth ?r ? Uo rya? 1c of FatiIity c w II h? 11 ? ,. I critic .iiid show details on drawim - -- -- -- - --- Scc #rnr 1 `E'er, tttr T rji:itror -- --- -• t Pity/1`own/V?1ta e 4 Coin n t.: .: State ['rug me e m I Occupancy Type: [ Cro. ping only Crossing Parall, lism PE,allcl Onrv (Complete Section A or (Complete Sections A or B & C) (Complete Section C) tB) A. RR Milepost Location for Crossing (non-spur track) *Do not measure from a DOT sign. Cross n? 1i.)cattotu ft. ! S i E; f W) (direction) from RR Mille post: Latitude: r l.c,ri!Jtndt W If Known: Valuatra li Station.- Valuation Ma No.: K RR Mlitle ost Location for Crossin (s ur tract:) *Do not measure from a DOT si n. Spur Trac Crossing Location: - ft. (`N / S / F f` W") (direction) from RR Milepost: to paint-of-,switch, then: _ ft. along s ur truck to crossi > location. Latitude;: N t,on ;nude: W ? tC.Knovv°n: Valuation Statian: Valuation :?v1a Nc.: 'L:, ><ctc riue ost Location for 1':ir:Alielisrn *Do not measure from a DOT si n. ?arallelisrn location t"nters CSX i R/W: ft. (N ' S ; E / W) (direction) from RR Milepost- and 1 ?-1 - __- CSXT R/W! ft. (N ? S L ! W) (direction) from RR Mi l.chttst: I.atittide _ N f c?ttitudc: ? W f r?*an c if f?nt?wra; VaI. Statiot:?_ _ Val. Ma No.: = Entraaace 1-itatude: N l-on{aitude: W, -- E \it if 'no u.n: Val. Statiow Val. Ma No ?- - I :rt ----- ------ - _ Crossing Length/Se ment _ Parallel Length/Segment on RR WWn it. on RR R/W : - Will %pclinw. be located entirely witbineptrhlic road RAC' ?? y'c -DOI ?"r()ssinL No,: l4OTET I r.?J name, nun .),:-r. and width of R N tcgoaretl Ft -NNW- It ex-m # 28 Attachment number 2 Page 5 of 8 FORkI CSXT 745S - Rev. 07/02/2007 (1113 of 4) Application Date: 'II'I; SPVC.IFIC:ATIONS: Substance to be conve. cd: CSNT File/Agreement Number: ` CX12121ER Pit) ( HarnmahleE Ivan- i abtej = w ? N _ -- /A Tem erature: - M ' NIA aximum ti orkiu Pressure: Pipe Material: N/A Material S ecifications & Grade: S eciliecl Minimum `Meld Stren the _ Nominal Size Wall Thickness: ? _. . _ Type of Seam• . _ _ Tv e orJoints: Total Length Within CSX f R AV. ei8aF Y?' E ' f• #y s. - If Tunnel Liner Plates: A•1ach m ntol-ierurer's shop detail and com utatron that incf ide pf E Location of Shut-off'Valvcs: _ ??? .4 Number of Manholes: t dumber of Other "f Describe: Manholes shall be flush with to of oround .end. dimensions of ancillary structures are required on drawin _, Method of Installation: (a) Fiore & Jack . (b Other: Protective Coating: Yes No Type: Cathodic Prateetion: El Yes fK No Temporarv track support or rips Yes - No rc uired. If vt s, describe and show details on drawinv. *ief (ion c?: I?ti1t•ci.rtl Tae c:`)rri? _ _.-? .....__. -- Uri isiorr: - ..: __- - Srrbdivrsion: ?.. No. Of Crotiltx s L al. SectionlMa No.: Absolute Ma No.: PIN No Roadmaster Code: _ Contract T • e• -- Val. Station Crossin "'Val. Station (Parallelism): Mr-0-1 _ Milepost No. ParalleIisrrr : From: He ost No. (Spur Tracy): Shortline l v r w Corridor: No Track Sold to ShnrfiliN,c: Eng. Ap royal L vl I cr: ( -J- L 5 1 NO ?Lhros•ed b?-?? ,,? __. C`ornments: Parcel No.: -- - Fiber: - Milepost No. Crossin : - - __ To: then ft. aion spur track(s) w crossing location. Shortline Lease Agmt, No.: Inspector Re u.i d: s No _ _- _ ___ F T 1 n. A royal Ltr.: F .J 5 { Tvo 4- L Title: - Continued on Page .,. 0/ '21 Attachment number 2 Page 6 of 8 FORM ('5X7" 7455 -Rev. 07/0 12007 Gage 4 of 4) CSXT DRAWING REQUIREMENTS FOR PIPELINE CROSSINGIPARALLELISM Application [date Agreement Number: All information and meall urements are to be clearly labeled and shown on all drawings. Atl drawings are to be submitted with CSXTs? pipeline occupancy application form No 7455. Failure to strictly adhere to these requirements may result in delays additional costs and , possible return of your application. Drawings should either be 8rw ' x 11 ", 8%" x 14" or 11 'x 17" size. CSXT reserves the right to approve or decline any application Gray or monochrome scale required. Aerial photos most be separate from the drawing. All applicable boxes roust be chlecked (Note: Metric Information will NOT be accepted.) Legible Drawmq(s) size 8'1 x11, 81Fx14 or 11x17 Civerall plan view for parallelisms ? Noah Arrow Title block with owner's legal name, drawing number and date. New pipeline in bold lines. Distame and direction from CSXT actual milepost monument/marker (not the DOT sign at the road crossing). Distance and direction from nearest track and public road intersection. j Public road right-of-way lines (if within the confines of a public road crossing). ( CSXT right-of-way lines relative to centerline of adjacent track(s). Width of CSXT right of way Angle of crossing at track(s), and number of tracks crossed. Plan View, cross-section and profile of casing and carrier pipes. Points where pipeline enters and leaves CSXT's right-of-way. Total length of carrier and casing pipe within CSXT right of way. fir Cross-section of track at encroachment. including relevant dimensions. depth/minimum cover of casing pipe mt asured from: r 9' Top of pipe to bottom of rail L+ Y Within the right-of-way but not beneath the track(s) G Below any ditches Description of Casing Pipe End Seals Measurement to any manhoie(s)lother(s) from nearesUadjacent track(s) and milepost. Size and location of Vent pipes on cross sectionlprofile drawing (for flammable; substance with sealed casing pipe). Location of shut off valves (a) Crossings: No further than -' 000 feet from centerline of nearest track: (b) Par r,=:lisms: Within, 2 00r ' t of eni r - and exit point of vSXT right-of-way L? ?attin 6f a, v ;_, I signals h 1?JI ?-1,Epmr+ -l?l fiel -:: i warjiy ct=. stew_ poles. Bole lines, bndfeJ ar,n , rly latN_ fau.I'I v e .'; -11 ,L J., the or all , . chn 1:-:i- r . - This 4r r all casings voth an 0 i _?._ ------- ...__m, I t ? ?trta?tur !- ire ? ? _a?. t4 b? r r r? 3 ? I_ ? of t-ee of Launch€€ Receiving Pits L c?. f from centerline of adjn??nt track @ 15?1`1'. .._ T nil, :t and Deceiving Pit Dimensions Width, Length and Depth 9 1, _ vod CSX r s Pipeline Sperifi and it fore-going intom l .:n complies wth the current (SX Pip,? 1 l,. sans, governing end Z?,r uratel, --7.r%!' ,he pr'• ; pi spline i;paral!elrs€n of C.SX'J's rght of way, Applicant's Signature, item # 28 «o -x. 4 ? _ -. ? Attachment number 2 Page 7 of 8 Item # 28 Attachment number 2 Page 8 of 8 I -- - --------- 1 ? I 1 z F i v ?j COVER f ? `- BASE Or P 1 I l 1 ? i v t"t°t ? l D J y 3 i j - j Item # 28 Attachment number 3 Page 1 of 1 RESOLUTION NO. 09-30 A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA, AUTHORIZING THE APPROPRIATE CITY OFFICIALS TO EXECUTE AN AGREEMENT WITH CSX TRANSPORTATION, INC., FOR THE INSTALLATION OF A 8" RAW WATER MAIN IN THE CSX RIGHT-OF-WAY AS PART OF THE WATER TREATMENT PLANTS 1 & 3 WELLFIELD EXPANSION PHASE II- RAW WATER MAINS; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Clearwater will be installing a pipeline across the CSX right-of- way at Palmetto Street as part of the Water Treatment Plants 1 and 3 Wellfield Expansion Project Phase II-Raw Water Mains; and WHEREAS, appropriate agreements have been prepared; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The City Council hereby accepts and approves the Agreements between the City and CSX Transportation, Inc., identified as Pipeline Crossing Agreement No. CSX-632023. Section 2. The City Council hereby authorizes the Mayor and City Manager to sign the Agreement described in this resolution and associated documents. Section 3. This resolution shall take effect immediately upon adoption. PASSED AND ADOPTED this day of , 2009. Frank V. Hibbard Mayor-Council Member Approved as to form: Camilo A. Soto Assistant City Attorney Attest: Cynthia E. Goudeau City Clerk Resolution HeM9*28 City Council Agenda Council Chambers - City Hall Meeting Date: 8/6/2009 SUBJECT / RECOMMENDATION: Amend Section 2.263(1), Code of Ordinances, to provide for no salary increase for the mayor and councilmembers in 2010 and pass Ordinance 8087-09 on first reading. SUMMARY: The salaries of the City Council are set forth in Section 2.263(1), along with provisions for annual cost of living increases. The Council has determined that they do not wish to receive cost of living increases this year. Ordinance 8087-09 amends Section 2.263(1) to allow the mayor and councilmembers to forego automatic cost of living increases in 2010. Type: Current Year Budget?: Budget Adjustment Comments: Current Year Cost: Not to Exceed: For Fiscal Year: Other None Budget Adjustment: to Annual Operating Cost: Total Cost: Review Approval: 1) Office of Management and Budget 2) Legal 3) Clerk 4) Clerk None Cover Memo Item # 29 Attachment number 1 Page 1 of 1 ORDINANCE NO. 8087-09 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, AMENDING SECTION 2.263(1), CLEARWATER CODE OF ORDINANCES TO PROVIDE FOR NO SALARY INCREASE FOR THE MAYOR AND COUNCIL MEMBERS IN JANUARY 2010; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Council has determined that there should be no increases to their salaries in the Fiscal Year ending September 30, 2010; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. Section 2.263(1), Clearwater Code of Ordinances is here by amended as follows: Sec. 2.263. Compensation and expenses of mayor-commissioner and councilmembers^^mmmg-,m^ners (1) Commencing in 2000, the mayor shall receive an annual salary of $18,000.00 to be paid in prorated bi-weekly amounts. Each city councilmember ^^mmicci^^°r shall receive an annual salary of $15,000.00 to be paid in prorated bi-weekly amounts. Commencing on March 15, 2001, and every January thereafter, the salaries of the mayor ^mmic°i^^°r and councilmembers ^^mmicci^^°rc shall be adjusted by the same percentage as the annual social security cost-of-living adjustment or by two percent, whichever is greater. Notwithstanding the above, the salaries of the mayor and councilmembers shall not be increased in January 2010. Section 2. This ordinance shall take effect immediately upon adoption. PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED Approved as to form: Pamela K. Akin City Attorney Frank V. Hibbard Mayor Attest: Cynthia E. Goudeau City Clerk Ordinance no. OT9 City Council Agenda Council Chambers - City Hall Meeting Date: 8/6/2009 SUBJECT / RECOMMENDATION: Amend Resolution 97-43 to allow naming portions of recreation facilities to honor individuals and adopt Resolution 09-31. SUMMARY: The City Council desires to revise the policy and procedure for naming City parks and permit naming portions of City recreation facilities in honor of individuals. Resolution 09-31 amends the policies and procedures for naming parks and recreational facilities to permit the naming of portions of parks or facilities to be named in honor of individuals. Type: Current Year Budget?: Budget Adjustment Comments: Current Year Cost: Not to Exceed: For Fiscal Year: Other None Budget Adjustment: to Annual Operating Cost: Total Cost: Review Approval: 1) Office of Management and Budget 2) Legal 3) Clerk 4) Clerk None Cover Memo Item # 30 Attachment number 1 Page 1 of 2 RESOLUTION NO. 09-31 A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA, AMENDING RESOLUTION 97-43, THE POLICY AND PROCEDURE FOR NAMING NEW CITY PARKS; TO PERMIT NAMING PORTIONS OF CITY RECREATION FACILITIES IN HONOR OF INDIVIDUALS; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Council desires to revise the policy and procedure for naming City parks and permit naming portions of City recreation facilities in honor of individuals; and WHEREAS, the current policy and procedure was established by Resolution 94-12 adopted January 18, 1994 and amended by Resolution 97-43 adopted July 17, 1997; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. That Section 1 of Resolution 97-43 is hereby amended as follows: (a) Any person recommending a name for a park or a portion of a recreation facility will first complete a form "Proposal for Park or Facility Name," to be provided by the Parks and Recreation Department. Each proposal shall be submitted to the Parks and Recreation Board. (b) The Parks and Recreation Board will not consider any requests to rename existing parks unless so requested by motion of the City Council G GMMiooien (G) The RA-ard- Will net nenoi?ec?yT G +e name renre'p ?nii4hin naFks (c4) Each park or facility or portion of a facility to be named will be evaluated on the following criteria: • Neighborhood homeowners associations will be contacted when considering names for parks or facilities located in their neighborhoods. • Persons serving on the Parks and Recreation Board, another City board, or on the City Council Gemmissien will not be eligible to have a park or facility named after them during their tenure of office. Resolution OR<21 # 30 Attachment number 1 Page 2 of 2 • Ordinarily, parks will be named after subdivisions, geographic locations, or streets. • In the event the park property is donated, the donor will be allowed the privilege of submitting a preference for a name. • Parks or facilities may be named in honor of an individual; however, this should occur only on rare occasions and the individual should have given lengthy civic service to the City of Clearwater community, and that individual should be of local importance rather than of state or national prominence. (de) A survey may be required of homeowners living around the park to receive their opinion of a proposed name. (ef) The Parks and Recreation Board will conduct an advertised public hearing for each proposal. (,g) Based on the criteria contained in Paragraph (c) and on information received from the public hearing, the Parks and Recreation Board shall formulate a recommendation on the proposed name and shall provide the recommendation to the City Council G ssiei for a final decision. Section 2. This resolution shall take effect immediately upon adoption. PASSED AND ADOPTED this day of , 2009. Frank V. Hibbard, Mayor Approved as to form: Pamela K. Akin, City Attorney Attest: Cynthia E. Goudeau, City Clerk 2 Resolution No. OR<21 # 30 ?- Meeting Date: 8/6/2009 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Adopt Resolution 09-33, recommending that the Pinellas County Board of County Commissioners increase the millage by .0331 within the EMS district serviced by Clearwater Fire and Rescue or, in the alternative, to use reserves so that adequate funding will be available for the City to retain Rescue 50. SUMMARY: Review Approval: 1) Clerk Cover Memo Item # 31 Attachment number 1 Page 1 of 2 RESOLUTION NO. 09-33 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLEARWATER RECOMMENDING THAT THE BOARD OF COUNTY COMMISSIONERS INCREASE THE MILLAGE BY .0331 WITHIN THE DISTRICT FOR WHICH CLEARWATER FIRE AND RESCUE PROVIDES EMERGENCY MEDICAL SERVICES OR USE RESERVES IN ORDER TO CONTINUE FUNDING A RESCUE UNIT AT STATION 50; PROVIDING AN EFFECTIVE DATE. WHEREAS, Chapter 80-585, Laws of Florida, created a countywide Emergency Medical Services Authority ("Authority") whose governing body and membership is comprised of the Pinellas County Board of County Commissioners ("Board") and provided for a special election to create the emergency services special taxing district by countywide referendum; and WHEREAS, the electorate approved the creation of the emergency medical services taxing district, which allowed for all real property within the taxing district to be subject to an ad valorem tax sufficient to pay the cost of providing emergency medical services ("EMS"), not to exceed a maximum of 1.5 mills; and WHEREAS, the 2008 millage rate for EMS in Pinellas County was .5832 mills; and WHEREAS, the City of Clearwater ("City"), through Clearwater Fire and Rescue, is a first responder, providing both basic life support and advance life support, and WHEREAS, the Board has proposed to reduce the funding to Clearwater Fire and Rescue because of declining revenue from ad valorem taxes attributable to the decline in the appraised value of real property within Pinellas County; and WHEREAS, the Board's proposal will result in the elimination of Rescue 50, located at Station 50 in the Countryside area of the City; and WHEREAS, the City Council for the City of Clearwater wants to maintain the same level of service that currently exists within the area serviced by Rescue 50, and WHEREAS, the City Council for the City of Clearwater is concerned that although the elimination of Rescue 50 may not affect the ability of the City to respond within 7 minutes and 30 seconds 90 percent of the time within the Countryside area, the elimination of Rescue 50 will result in a decline in the ability to provide as rapid service during peak demands for EMS; and WHEREAS, the City Council for the City of Clearwater is also concerned that the elimination of Rescue 50 will result in a greater need for Rescue 48 to respond into the Countryside area, thus resulting in a decline in the ability of Rescue 48 to provide as rapid service during peak demands for EMS into such locations as Top of the World, which is located within the unincorporated area of Pinellas County; and Resolution NOtM-4231 Attachment number 1 Page 2 of 2 WHEREAS, paragraph 10 of Section 2 of Chapter 80-585, Laws of Florida, provided that the Authority could impose an ad valorem assessment within the designated districts based upon the needs of such designated districts but not to exceed a maximum of 1.5 mills; and WHEREAS, an increase in the millage of .0331 within the EMS district serviced by Clearwater Fire and Rescue will provide sufficient funding to retain Rescue 50; and WHEREAS, although the City's current EMS level of response exceeds the Authority's proposed standard, the City's current response times within the Countryside Area constitute an appropriate level of service to ensure the welfare of citizens in need of EMS; now therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The City Council of the City of Clearwater hereby requests the Pinellas County Board of County Commissioners to increase the millage by .0331 within the EMS district serviced by Clearwater Fire and Rescue or, in the alternative, to use reserves so that adequate funding will be available for the City to retain Rescue 50. Section 2. This resolution shall take effect immediately upon adoption. PASSED AND ADOPTED this day of Approved as to form: Robert J. Surette Assistant City Attorney 2009. Frank V. Hibbard Mayor Attest: Cynthia E. Goudeau City Clerk 2 Resolution NOtM-4231 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: City Manager Verbal Reports SUMMARY: Meeting Date: 8/6/2009 Review Approval: 1) Clerk Cover Memo Item # 32 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Direction Regarding FY2009-10 Budget SUMMARY: Meeting Date: 8/6/2009 Review Approval: 1) Clerk Cover Memo Item # 33 Attachment number 1 Page 1 of 2 TO: Honorable Mayor and City Council FROM: Pamela K Akin City Attorney SUBJECT: Budget FY 09-10 Our File Number: GM09-9812-004 DATE: August 6, 2009 FAST FACTS: 41% Legal Department budget increase since FY 1999 55.78% Average increase in other general fund budgets since FY 1999 11.8 Legal Department FTE's in FY 1999 12.0 Legal Department FTE's in FY 2009 30 Average number of civil complaints served on the city each year (not including mortgage foreclosures) 2-3 Average number of these assigned to outside counsel $240 Average current hourly rate of outside counsel $61.76 Average personnel cost per hour for in-house attorneys 5 Number of current open outside counsel cases $200,000 Minimum amount needed for these cases from FY 2010 budget $275,000 Current amount budgeted specifically for outside counsel FY 10 The City Attorney's Office actual expenditures decreased $44,529.00 between FY 2006 and FY 2008, a 3% decrease. A large part of this decrease is due to the smoothing method we use regarding outside counsel costs. Moreover, our FTE count has increased only .2 FTE since 1998. In addition, regarding the overall approved departmental budgets during that time frame, the City Attorney's Office had the third lowest percentage increase of any general fund department, with a 41% increase over Item # 33 Attachment number 1 Page 2 of 2 ten years. The average increase for department budgets between FY 1999 and FY 2008, the last fiscal year for which final budget figures are available, was 55.78%. The average increase for departments that did not eliminate functions was 65.7%. Cutting 1 FTE from the City Attorney's Office budget will result in the lowest staffing levels we have had since 1995. The City Attorney's Office is served with an average of 30 civil complaints each year, excluding mortage foreclosures, of which two to three are usually assigned to outside counsel, either because of complexity, a conflict of interest, or required expertise. The current average for outside counsel hourly rates is $240.00 per hour. The current average for personnel costs for the City Attorney and Assistant City Attorneys is $61.76 per hour, including benefits. Historically, the fees and costs in any given case have run from $16,131.23 for a flexible development appeal, to $314,785.60 for a sexual harassment and retaliation suit filed by a former City employee, to over $500,000 for a wrongful death suit. It is therefore difficult to forecast the amount of money that will be required for outside counsel in any given year. In addition, it is impossible to determine what types of lawsuits with which we will be served. For these reasons, we attempt to "smooth" our costs over several years to avoid spikes in any particular year. We currently have five open outside counsel litigation cases: the three "Beachwalk" cases (Divaco, Szlechta, and Rudman), Pierce 100 v. City, and Crouch v. City. Because we have encumbered funds in previous years, we believe we will have sufficient money to cover the fees and costs in both the Crouch and Pierce 100 cases for FY 2010. Divaco went to trial on July 30-31, 2009. We have an estimate of the current costs of this litigation, which we will be able to cover with a $75,000 purchase order we will be bringing to counsel on August 20. However, if this case is appealed, we will need additional funds to handle the appeal. We do not have an estimate of those fees and costs should they become necessary. Our outside counsel has forecast an additional $200,000 will be necessary to represent the City on the two remaining Beachwalk cases, assuming a successful outcome for the City in Divaco. These funds will need to come from our outside counsel budget in FY 2010. Of the $315,000 in our Professional Services line item, $15,000 is intended for expert witnesses and other professional services in conjunction with litigation, such as engineers, surveyors, etc. $25,000 is intended for the outside counsel services for the Community Development Board. This amount was added to this line item in FY 2007, and has remained at the same rate. The remaining $275,000 is intended for use of outside counsel for the civil litigation received by our office. Assuming the FY 2010 experience is average, this will leave us approximately $75,000 to apply to the two or three cases we can reasonably expect to assign to outside counsel. P KA/gm d Item # 33 Outside Counsel Expenditures by Fiscal Year 530100 559400 Total FY 04-05 167,979.05 77,176.06 245,155.11 FY 05-06 242,988.77 170,453.10 413,441.87 FY 06-07 68,225.37 88,439.06 156,644.43 FY 07-08 26,684.94 129,572.14 156,257.08 FY 08-09 to date 24,287.85 43,475.76 67,763.61 Variance 32,794 48,362 101,551 262,710 Attachment number 2 Page 1 of 1 Analysis of Additional Budget Cuts to the Preliminary 2009/10 Operating Budget Based on City Council Discussion of August 4, 2009 Current Millage Rate Adjustment CM Gibson's proposed millage rate Tentative Millage Rate Needed Reduction in Millage Rate Net value of one mill 4.7254 3% 4.8672 5.1550 (0.2878) 8,511,560 Property Tax Revenue @ 4.8672 mills Property Tax Revenue @ 5.1550 mills Needed Reduction in Property Tax Revenue Preliminary Budget 2009/10 Proposed Reductions: Legal - paralegal Cview programming Permanent Reduction to Road Millage Countryside Library Norton Park Complex Norton Park Pool Norton Day Camp Clearwater Beach Recreation Center Clearwater Beach Pool Clearwater Beach Branch Library N. Greenwood Recreation Center N. Greenwood Pool N. Greenwood Summer Day Camp N. Greenwood Branch Library Countryside Recreation Center Countryside Day Camp East Branch Library General Fund Adjusted Budget 41,427,140 43,877,090 (2,449,950) Property Tax Millage FTE Reduction Reduction 1,084.3 43,877,090 5.1550 (1.0) (68,000) (0.0080) (1.0) (55,300) (0.0065) (500,000) (0.0587) (13.1) (589,680) (0.0693) (5.0) (400,010) (0.0470) (3.0) (133,695) (0.0157) (0.6) (10,640) (0.0013) (4.0) (179,500) (0.0211) (1.7) (38,500) (0.0045) (1.3) (52,200) (0.0061) (5.9) (458,390) (0.0539) (3.2) (87,010) (0.0102) (0.9) (15,340) (0.0018) (1.3) (70,780) (0.0083) (7.6) (405,030) (0.0476) (1.5) 42,180 0.0050 (13.1) (560,360) (0.0658) 1,020.1 40,294,835 4.7341 Staff Concerns: 1) Personnel bumping rights could effect costs in other service areas with the closing of facilities. 2) These reductions eliminate options for operational maintenance of facilities (i.e. air conditioning, etc). 3) Every reduction made this year, will eliminate options for budget reductions in future years. Item # 33 City Council Agenda Council Chambers - City Hall SUBJECT / RECOMMENDATION: Other Council Action SUMMARY: Meeting Date: 8/6/2009 Review Approval: 1) Clerk Cover Memo Item # 34