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FLD2013-04017 (2) � r , 1925 CALU M ET ST �- FLD2013-04017 �rtment �� learwater ' ation instrument transformers, Inc. � At) Zoning: Industrial Research and Atlas#:262A �[tl U52S !T {S iNGUMBENT UPQN THE APPLtCANT T�SUBMlT COMPLETE AND CORRECT INf4RMAT10N. ANY Mf51EADING, DECEPTIVE, iN[DMPLE7E OR{NCURRfCT INFORMATlQN MAY INVALlDATE YOUR APPLlCATI�N. ALL APPLICATIONS ARf TO BE FILLED OIJT COMPLE7ElY ARtD CORRECTLY,AND 51lBMIT7ED IN PERSON(PIC�FAX nR DELiVERIES) TO THE PLANNiNG&DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADIINE DA7E. A T��TAL Of 11 COMPIETE SE75 Of PLANS AND APPLICATION MATERIALS(1 ORIGINAL AND 10 COPIES)AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REV9EW 8Y THE D�EVEIQPMENT REVIEW COMMiTTEE. SUBSEQUENT SUBMfTTAL FOR 7HE COMMUNiTY DEVELOPMEIVT 80ARD WMLL REQUIRE 15 COMPLETE SETS QF PtANS AND APPLICATION MATERIALS(1 ORtGFNAI AND 14 CI�PiE5}. PLANS AND APPUCATIONS ARE REQvIRED TO BE COILATED,STAPLED APVD FOLDED IN70 S�TS. THE APPUCANT, BY FlLi�6 THlS APPLtCA�ION, AGREES TO COMPLY WITii ALL APPIECABLE REQUIREMENTS OF TNE �ply1MUWITY DEVELOPMEIVT CODE. F{RE QEPT PRELfMARY SlTE PtAN REVIEVIJ fEf: $2�0 A�PLICATION FEE: $1,205 PRQPER'EY OWNER{pER IJfED): Instrument Transformers, Inc. �_______________ ____ _ nnaiuN�au�RESS: P. 0. Box 4900 Dept 201 ______. _._-____.� PHONE r�UMBER: TZ7-6HT-3'IZ5 __�__�_____._ Enn,ai�_ Ray Penkalski qe com AGEiUT OR RfPRESENTATIVE: Ray PenkBlSkl �____ �nai��N��oo��ss: GE Multilin Transformers, 1907 Calumet Street, Clearwater, Florida 33765 _ a�oNE Nunna�R: 727-687-3125 _---- EMa��: Ray.Penkalski qe.com ___________..___.._____.__.___...._ aoaR�ss oF susi�cr PROpeR�v: 1925 Calumet Street Clearwater, Florida_33765_.�__,_____._..________ . ____ �aRC��NuMgE�(s}: 01-29-15-00000-340-1500 �_.�..._.��-. --__._�.._�._ �E�n� QESCR�P�r�or�: See attached sheet"Attachment A" - NR��ustu us��s}: Light industrial manufacturina QescRiPTiorv oF REQU�sT. For claritv the specific deviations being requested are delineated and described on soe�;f;�Qrr„ ldenc�� rne rQaUesr _Sheet No C21 of the submitted �lans. _._.�__._ . _.____._ (incFude crM requested code ftexif�iliry; _R. �. � - -.__. .. Y^ r-g_, rPdt�cPion rn required number of ---- parking spotes, height, se[bocks, tot __...,____ - ------ - size,fot wrd.h.s,pvc�fic��ce,ptr') _.__�_.�_�..____...✓..__ Ptanning 8 Deveiopss�ent[�epaRment, �oo�.«nyRte 1�v8n�e,Clea-ura?e�,�L 33/5S, '�I:Ty7-5b'L�561;�ax� 7;[7•552-4863 Page 1 of 8 Revised 091;2 � ' ; Planning&Developm�nt Departrnent � �lear�ate� Flexfble Devel�►pment Application �� Data Sheet PLEASE ENSURE THAT THE FQLLQIAlIN6 iNfOltN1ATION IS FiLLED OUF, IIV ITS EiVTIREi`f. FAtWRE TQ tOMPLETE �HIS FQRiN Wltl RESULT iN YOUR APPLICATION 8ElMIG F�OUND iNCOMIPI.ETE ANQ PdSStBLY bEFERRED tlNTIL THE FOLLOWiNG APPIiCATlON CYCLf. zoNnv�oisra�cr: IRT ____�__._ _____.�-------- -------- ;it1TURc L,a��iD USE PW�1_DESIGNATIOIV: IG EX1S�iNG USE(currently existing an sitel: �Ight It1tlUStflB� I11af1Uf8CtUCIC19, PRQP�SF,D USE jnew usP,if any;plus�xisting,�f to�ema�ni� Light industrial manufacturinq_�,._.,�_.._.._,__.�.__,..._____.� ____..._ SITE AREA: 772,704 __T_ Sq. ft. 17.74 a«P� CaROSS fLOOR AREA(total square footage af a!I buildings}: �xistin8: _ 183,664 Sq ft. Proposed: 166,000 _ sq.ft. Maximum Alfowable: 579,52$ sq.ft. GRQSS FLUQR AREA(t�tal square foatage dev�ted to each use,if there wii{be multiple uses): First use: 349,664� sq.ft. Setand use: � sq. ft- --- �. Tiaires use: �4• '�• FIOOR AREA RATEQ(tota!square Footage of a€t buiidi�gs dlvlded by zhe total square footage of e��tire s3te}: Existing: 26% ___ Proposed: 45% ^ Maximum Aflowable: 75% Bt1fLDING COtitERAGE/FOOTARlNT(1"floor squa�e footage of all buildings): Existing� 142,743_� Sq. ft. t 1 g.4 /o of s�te► ProposPd: 161,500 sq. ft. t 20.9 °�of site) Maximum Permitted: 579,528 sq. ft. 1 75 %of site} 6REEi1i SPACE'fNITNIN VEHICl1LAft t.1SE AREA(green space within the parking Int and interior�f site;n�t penrneter hiiffer} fxisting: �_ 33,236 sq. ft. � 4.3 °!o of site� Propased: _ __ 31,032 sq.ft. ( ___ 4.0 %of site} VEHlCULAR USz A�tfA(parking spaces,drive aisles, loading area)� Existing: 196,174 sq.ft. ( 25.4 %of site� Proposed. 222,632 sq. ft. { 28.8 %of site) Ptanning 8��evalopmenC Departmen4, 'IOQ 5.�Ylyr2le Avenue,Clearw�ter,FL 33756, T��1:727-562-45S7;Fax:727-562-�855 PaQe 2 of$ Ravised a1112 ,, IIVIR�RYiUUS-SURFAGE RATtt)�(tota(square-foota�e of imp�rv�ous 8►eos divided by the total sqaare.foatag�4f entire sit�y: �xlsting; 61 � RroA`o$e`d: 8 6% Maximum Permitted: 9 5� DEWSITSt iunttS,r.uorr�s or beds per asre}: BUILt�INfi liEl�{HY: ,�xisting: --— �xisting: 3 6 ' RI'dposed: --- _ Pt'Oposedt y 3 4 ' n�axirrruriti Parrnitr.pd: --- � I�I.aximum Per.mit€�d: �� t7Fl�.�STREET PARKING: �x+sting: 3 0 6 _ Prapra�e.�: 5 31.. Nlinimum Requfred: 5 2 4 WH/kt i�*HE�STiMA?ED Ta'�AL ViARIl��R THE Pt�01�C1`.UPt}I�tCOMRI:�'�I�N� 'S 14.f million Z4.M,ING RlSTR:I�TS FQR plll'AD1AGEi!IT P1Cf:?P�Ft1Yc ryprtih: 5ee Attached Map Z-1 Soutli: See Attached Map Z-1 ��sl: See Attached Map Z-1 Wes�: See A.ttached MaQ Z-1 _ � _�, �� STAT6 OF fk4RIDA,COUNi1'Y pF pINE41.AS ! i, the und�r$f�ned. askno�n±l�d�,e thax a1) �wor�to�nd substribed befipr�m.e thi5, i �, day af ; repr$sent�tfqns m�rde�in tt►�s.appl�cstivn are:tr.ue: and �r,;�� ,.�L?.f � .to m�and%or:by � a�curax� ta the`b�st of my knowled.ge and aathorite V�, "� , � C(tiy �e�resentatives to vis�t an.d: phqtagraph the- 1—.e� -��^ ,�;,L:: e[t S :who Is perspr�ally known h�g prap�rty.dsscr(bod.fn this application. prodUC@d ��-- i"n�,'$� zi�� 1 �U�d:D as��ri#if'rratto...n, � � � � � . r Slg ature'Qf properr/ own ror .epresentetivg Noc ry.puYt ic; My cdmmus�on expires: �. 3 _ _ :-�� =a,ti Nxu�y �� j ,�,�u�a.suM a�«w j �, , �� yI11111� �� plann#��&Devolopm6nt DepatCmenL 70U S.Myrt1�AYeaue,C.le.�rw8�ter,Ff��3766;Tel;7Z7•S�x�SB79 Fax:727±6�2�4668 � Paga 3 df 6 Revis�d.o1(1Z � ! Pla�ning 8c �evelopmee�t Dep�art�atetat := �l�ar�ater �lex��►le Derr�lopment Applic�ti�Yl ^� ��Y��ral �lpplicability Criteria ---__ __ _. PROJiDE COMPi.E7E RES�ONSES 7Q EACH CtF �HE 5iX(6j�EiUERAI AFPL9CABi�f7Y CRiTFRtA EX1�tAiN1fVG FiOW, iW�ETAfI,THE CRITERION IS BEtIVG COMPLiED WtTH PER THtS DEVELflPiVtEN't PROPI)SAL. 1. The proposed deuelopment ot the land w�li be in harmor,y with the scate, buik, cove�age, density and character of adjaccr�t �raperties in whieh it is Iocated. The adjacentQroperties are zonetl IRT M-1 M-2 and are similar in nature. The south qropertv is_bordered by ____ CSX Rail Line. The hei hq t is similar in scale to ad.�acent�roqerties ___._ _..__ _ _ . 2. The proposed development wip not hinder or discaurag�the apprapriaie development and use of adjacent lanci and buildings or significantky impair the vaCue thereof. The development does not hinder or discourage similar develo�ment or land use in this zone/area. The value will ._ be increased by this improvement, --------- - -- - 3. The propased developrnent wiit not adversely atiect tt�e health or safety or persons residing or warking in the ne+ghUarhood of the proposed use. The development will not adversely_affect the„health or safety of the neighborhood. It will bring newjob oqqortu-_ _._ �.____ nities and increase the value and neighborhood quality,of life,_and the use is_i_n harmonv with ad�acent uses. 4. The proposed develapment is desi�ned to m+nimize Eraffic congestion. The develo�ment will improve localized traffic flow and_has_multiple acces�oints with qood access to both Calumet Street and Hercules Avenue. __M. .__._ __. _ _ .___�..-_ 5. The proposed de�eiopment is consistent witi�the community char�ctcr of the immediate vlcinity of ihe parcel proposed #�r deve9opment. The development is consistent with the.community_character in the immediate vicinity antl promotes qrowth antl �____. ___. development. This_area is primarily an Industrial and Manufactunng area which is consistent with the proposetl develo ment. —_. _ _.._._.__.._._ __ �_..._.....___.__. G. The dP.sfgn of the prctpu5ed deve)uNii:ent r,iir�i�i�i<rs advr;�r rffec2s, inc:ludii�� visuai, acoustic and olfac.ory and hours of vperation impacts,an adjaccnt pro�fr:ies. The development is consistent with local operations, visual characteristics, acoustic conditions and operations __ with atljacent properties and promotes development of the area. . '-fa��nAta ?u�e��9l��trer4:?vf�rsm��Y. iQ0 S.{,7;+tEiE:�vee�uv,G'sear�•a_i.er,�!_?3758.7�1:"t27-3Q?-�5&Y;Fc:.:?27-SSZ-4$&8 il2�e 5 0��8 t�avised Oi(;2 L � � Planning& Development Departnnent ��a�� Flexible D�vel�pment Applicati�an - Flexibility Criteri� PROb9DE COMFLE7E RESPONSES TO THE APPLICA8LE FLEX161LfTY CRITERtA fQR TIiE SPECiFIC USE�S}BEiNG REQUE57ED A�S SET FOR7N!N TfiE ZONING DISTRIGT(S)fN WHICH TNE SUBIECT PROPERTY IS LOCATED. EXPl.AfN WBW,IN DETAII,fACH CRlTERIUN 15 BEING COMPtiED WtTW PER TNIS DEVELOPMEIV7 PROFOSAL(USE SEPARATE SHEETS AS NECES5ARY). 1, *SEE ATTACHED SHEET"ATTACHMENT B"_ __ 2. 'SEE ATTACHED SHEET"ATTACHMENT B" __ _ _ 3 'SEE ATTACHED SHEET"ATTACHMENT B" __ . ____ __- --_ --- 4. "SEE ATTACHED SHEET"ATTACHMENT B" _ ______ -.---.- 5, "SEE ATTACHED SHEET"ATTACHMENT B" �_�__ _. _._ _--- 6, *SEE ATTACHED SHEET"ATTACHMENT B" __� ____ � 'SEE ATTACHED SHEET"ATTACHMENT B" x. *SEE ATTACHED SHEET"ATTACHMENT B"_ _�____ ____...—_. Ptdnning 8�Davelopmsnt Depar�rne::t, 3Q0 S.b9yFile,4e�nue, Glearwaiet,FL 33758,Y.I:72?-562-45&7;`rax:7?7-;i62-�5t365 Page 7 a�f 8 fte��ised O�112 ! f , o . Pl�n�ning&Develapment Dep�artment r _��7�� r�4�`��.#•V. �:�..i�.�rl��1;�R��{..:��R4A:��•{J:�. � , _ . . ,... u : -� , � Af��dav�t-�a Au�ht�r�ze Agex��e�p°resei�t�t�ue � E 1. Provide na�ri�cs of'all�roperty o.wners o:n de�d:-FRINT tuli names: ! T.�IS'�ev�vrcen� �ieA�1S�OKwIEk'S � � - � l 2.,. That�lai^rl/we�r�?theoWner�s)andYeGOrdtS.tlehoLd�t{.$)of#h.efqflo.winR.destrib.edpro erEY� 1925 Calumet Street �� l/��,� (,�c' �./�G�l�l E'� Clearwater FL 33765 ' t st e Cc� .erk. for.wMicF►:are.uesC:for,{:de6�rib�renu.est}: � 3. Thatthl5 property canstftu e. h p. .p_ .Y 4 �pxihlP infill rlovaln�pant a�,�nval - - 4.. That�th�undersigned{{i�s/have)appointed ancf{does%day:appolnit Kevin M. Bynum, PE i as(.his/their)��ent.{ny t��xfir.�►tP any petlt�oj�s qr_other dQCUrr►ents necessary:to affect.SUCh pAtitinn; � � 5. Thaf'this �i4idavit h.as b�en execu�etl to.fnduce the City ef Cleflrwater, �lorida to ta�rrsid�r�i�d att nr�the abov�des��bed � prope"rty;; i 6. 7hat`�site-"visits to the property are necessary by City reprQS.enta�{Yes in`or.�ler t�pr.qcess th�s applicntipn arid the o.�rner j autliorizes City representatives to visit arld photAgraph the:�ropartj+:de$�rltied in_this apptication; � 7. ThaL;i�/W�),the und.ersigned:a.ufharfly hi�rEby c. i#y f th.e Eoregaing is#rue and�orrect. j 1^e�v��-u�� I Prop y Qwner Property Qwner ; __ � Property Qwner Propar�y O.wner � , i S`fA'T��OR"FT:CIlt1[?A,GOUNTY'OF pIN6LLA'S � ,. , _ . B��aRE M�'�FI�Uh��R51(3NEti,:PiAt OF�l�ER DLl1:Y�OMAiItS51QNE0�Y�'F{��LAW$()F'7'HE STATE�F�Lt�i21�?A,9N ! 1`lilS � '� DAY 0�'�,Tx-�e,1 , c�, .1��3 �P�RS�NPGLIY APPEAR�D ' ��+-� V1fH0 HAVING S��N FIRSI`DUk.Y SN1�RN '�� -',�`r-��S'�, y---•-- � 1 D P S=� ND'$ 1'S TNAT HEJSF4E FULIY`UNDERST�AN:fJS TH��ONTENl'S OF l'�!E-AFFIpA\f!T TkiP+T HE/SNE SE(;NED. ,' w►tnt�M�cNOO�r e � : �+owr�e•w�.e��a�rw � � • r�►c.�.e�+r�wn�.�o» . � C�iNIN I�1N1lt Notary Pubic$r . gre� : M�6iTM�NINMIM NMIryA�M, 7 ; Not ` e M.y Commiasion Expi�esi � � : I I ; ___.---------..._....� ._ _..__� - ----_ , - i P�annin�&,Rey�el.opment[��nmQnt,�4o S,Myn�e qv�nuu;G168CNf8181'i.FL 33756�,�Of:7Z7=5�2'al'�t't7;�ax �2Y-�b2-n,8¢s ;' �age 8 of 8 Ftovised:91192 � i i • ATTACHMENT A GE MULTILIN TRANSFORMERS 1925 CALUMET STREET CLEARWATER, FL 33765 PARCEL # 01-29-15-00000-340-1500 LEGAL DESCRIPTION: A PARCEL OF LAND LYING WITHIN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST AND THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 12, TOWNSHIP 29 SOUTH, F�ANGE 15 EAST ALL IN PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: AS A POINT OF REFERENCE COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 12, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA AND PROCEED N 89°22'21" W, ALONG THE NORTH BOUNDARY OF THE NORTHWEST 1/4 OF SAID SECTION 12, A DISTANCE OF 50.01 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF HERCULES AVENUE AND THE POINT OF BEGINNING; THENCE S 00°17'46"W, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 171.55 FEET TO A POINT ON THE NORTHERLY RAILROAD RIGHT-OF-WAY LINE; THENCE N 72°55'04" W, ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 1139.02 FEET TO A POINT ON THE WEST BOUNDARY OF THAT CERTAIN PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 8136, PAGE 873 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORiDA; THENCE N 04°48'11" W, ALONG SAID WEST BOUNDARY, A DISTANCE OF 302.92 FEET; THENCE N 00°10'30"W, ALONG SAID WEST BOUNDARY, A DISTANCE OF 59.90 FEET; THENCE S 89°20'46" E, A DISTANCE OF 60.00 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF CALUMET STREET; THENCE N 00°13'30"W, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 499.91 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 113.99 FEET AND A CHORD WHICH BEARS N 45°16'32" E, A DISTANCE OF 162.61 FEET; THENCE ALONG THE ARC OF �AID CURVE TO THE RIGHT, AND ALONG SAID EASTERLY AND SOUTHERLY RIGHT-OF-WAY OF CALUMET STREET, A DISTANCE OF 181.06 FEET; THENCE S 89°10'50" E, A DISTANCE OF 64.47 FEET; THENCE S 00°22'39" E, A DISTANCE OF 239.75 FEET; THENCE S 89°10'47" E, A DISTANCE OF 199.99 FEET; THENCE N 00°17'42" W, A DISTANCE OF 30.00 FEET; THENCE S 89°14'51" E, A DISTANCE OF 292.98 FEET; THENCE S 00°18'15" E, A DISTANCE OF 100.01 FEET; THENCE S 89°04'29" E, A DISTANCE OF 100.00 FEET; THENCE S 00°08'54" E, A DISTANCE OF 147.04 FEET; THEfVCE S 89°29'24" E, A DISTANCE OF 134.44 FEET; THENCE N 00°03'15"W, A DISTANCE OF 46.50 FEET; THENCE S 89°21'51" E, A DISTANCE OF 160.78 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT-OF-WAY LINE OF HERCULES AVENUE; THENCE S 00°18'24" E, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 108.39 FEET; THENCE N 89°21'35"W, A DISTANCE OF 394.98 FEEi"; THENCE S 00°15'33" E, A DISTANCE OF 46.10 FEET; THENCE S 89°20'48" E, A DISTAI�CE OF 395.00 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT-OF-V1/AY LINE OF HERCULES AVENUE; THENCE S 00°12'55" E, ALONG SAID WESTERLY 'RIGHT-OF-WAY LINE, A DISTANCE OF 49.80 FEET; THENCE N 89°24'28" W, A DISTANCE OF 358.76 FEET; THENCE S 00°19'57" E, A DISTANCE OF 424.56 FEET; THENCE S 54°36'43" E, A DISTANCE OF 158.35 FEET; THENCE N 89°43'35" E, A DISTANCE OF 212.97 FEET TO THE POINT OF BEGINNING. CONTAINING 17.74 ACRES, MORE �R LESS. � �S N � � � � � � N � N � � ` � CALUMET ST. � `�� \- �.\,� . \ � �� ,,�� , � �\ �� .� �� ,, �' \ ��. � . � �, =. '�� ' V�� ` � � � �� ` � �� -, � � � \ V . .�A � , A� ,\ �� , .V � �� . � � \ V �� '� � `. � �-. �.� � �`� �� 'V ` V �� V � V � � �7 '�V ` V A�� `� � �V � �� . \ ` �� ` �� '� y` �-� , ,, , � , , , �� , �� , ��,�� ,,��, �,�V �� \ � _ �� '�_, � . �� , ', � � A�� . �� \ \` � � � �� .�y , � � ,� ,�� , ��: � � �� , , �� A �� .� \� �� ` � ��, �� . ��,�` �V��' \ \�, \ , � ��` � \ ` `� � \� �� \� � � � , , �. ,� � � _� � �� , � �� -� � � ` \ ,` � �\ \_` \ \ '\ \ �,,\ � `` ��\ m N , . ,, � �� ,�� ` � � � � cn , , � '. .� � .� � � �� . � \ � � � �... \ �� ;�� `�� N \\ \ ��\\ \\ \ \ \ �\\ �.�\ \\ �\ \"� �.\�� \` � \ � \ \� \ ,\ � � � N � � � � V A� �� i'v \ � N � N � \` � � �� \ � � � :� � -� N \\ � i0 \ �� n� � . � \ � \ \ � HERCULES AVE. � � c � � � � m � � � z � ZONING MAP JOBNO.: SCALE: 201322 1"=200' DRANM: LONG & ASSOCIATESaACOO�sz4 EB 1828 CHECKED: Z'� ENGINEERS/ARCHITECTS, INC. �uww�n�wcerrteR KMB PHONE: (813)839-0506 4525 S.MANHA7rAN AvE DATE: REFER TO DWG: Fnx �e�3�a�ae�s TAAIPA,FLORIDA33611 04-29-13 ATTACHMENT B The following are responses to "Flexibility Criteria for Comprehensive Infill Redevelopment Projects" (as found on page 7 of 8 of the "Flexible Development Application".) 1. We are requesting deviations because the develo�ment or redevelopment is otherwise impractical without such deviations from the use ��d/or development standards set forth in this zoning district. Due to the existing bo�undaries around this site, which include a CSX Rail Line to the south and numerous other similarly zoned properties, we are requesting the attached variances which include a reduced southern boundary and minor variations in the landscape buffers to increase the development viability for expanding the light manufacturing capabilities of t�is site. � 2. The development of this project will be consistent uuith the goals and policies of the comprehensive plan, as well as with the general purpose, intent and basic planning objectives of this code, and with the intent and purpose of this zoning district. The proposed development is in scale, kind and nature of the adjacent properties and similarly zoned. The use is light industrial manufacturing, and the expansion of this plant will increase jobs in the local work force and bring skilled labor to the area, increasing the economic impact of this facility. The facility has multiple access points to both Calumet Street and Hercules Avenue, acc�ss to local roads and highways, and is centrally located in the county. The proposed development is consistent with the planning objectives and further supports the adjace�t properties with increased value, production, exposure, and potential job creation. 3. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties. The p�roposed development will improve the potential development of surrounding properties by improving the traffic flow, landscape, aesthetics, and character of the zonin�distnct, 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. Rather, the adjoining properties will improve and benefit from the proposed development with improved property boundaries, fencing, landscape, character and aesthetics. 5. The proposed use shali: a. Be permitted in this zoning district as a flexible development use as it is consistent with the goals and policies of the comprehensive plan and code. b. Be a significant improvement and economic contributor to the City's economic base by diversifying the local economy and creating skilled jobs for an established Fortune 500 Company. c. Be an expansion and redevelopment of an existing economic contributor to the City as a globally recognized Fortune 500 Company. d. Not provide for the provision of affordable housing, as it is not related. e. Be proposed for redevelopment in an area that is already characterized by other manufacturing and industrial uses. f. Not provide working waterfront use, as it is not related. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance herein with all of the following objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties. The proposed development will improve the potential development of surrounding properties by improving the traffic flow, landscape, aesthetics, and character of the zoning district. b. The proposed development complies with all applicable design guidelines adopted by the City. c. The design, scale and intensity of the proposed development support the established or emerging character of the area. The development is in character with adjacent properties, borders a CSX Rail Line along its length, and meets a reasonable height as to not impede on surrounding properties. d. The proposed development forms a cohesive, visually interesting and attractive appearance by incorporating the following design elements: i. Use of architectural details such as reveals, reglets, windows, overhangs and color ii. Maintains all setbacks or increases such setbacks iii. Variety in color and or texture e. The proposed development provides for appropriate buffers, with enhanced landscape design and appropriate distances between buildings. 1925 CALUMET ST ___ ____.___.________.._____ . ..._ ____ _ . _ _.__ ___. ...._ __ ...._. . FLD2013-04017 � • 1 Instrument transformers, Inc. � Zoning: Industrial Research and Atlas#: 262A i �. ��r��er Ccamprehensive Landscaping Appl�catian IT IS iNCUMBENT UPON THE APPIICANT TG SUBMIT CC}MPIETE AND CQRRECT INFQRMATION. ANY MISLEADiNG, DECEPTIVE, II�C('�MPLETE OR tNCORRECT INFt7RMAT10N MAY INVAUQATE YOUR APPLICATfON. ALL APPtICATIQNS ARE 10 BE�ILLEO OUT C4MPLETELY AND CORRECTLY,AND SUBMtTTED IN PERSON (NO FAX OR�EiiVERIES) TQ THE PLANNlNG&QEVELOPMENT DEPARTMENT SY N�CIN ON THE SCHEDULED DEADUNE DATE. A T07AL OF 11 C(3MPLETE SE7S QF PLANS ANO APPLICATIQN MATERIALS(1 ORIGINAI AN� 10 COPIES)AS REQUIRED WITNIN ARE TQ BE SUBMITTED F�R RfViEW BY THE DEVEL(1PMEh1T REVIEW COMMITTEE. SU65EQUENT SUBMITTAL FOR TNE COMMUNITY DEVELQPMENT BOARD, IF NECESSARY, Wlll R'EQUiRE 15 Ct7MPlE7E SET5 OF PLANS AND APPLICATION MATERIALS(1 OR16iNAt AND 14 COPIES). PLANS AND APPLICATlONS ARE REQUtRE[}TO 8E COLLATED,STAPLED AND FOLDEQ INTO SETS. THE APPUCANT, BY FILING TH15 pPPUCATICIN, AGREES TO COMPLY WITH ALL APPIICABLE REQUIREMENTS OF THE CQMMUNITY DEVELOPMENT�CODE. PROP RTY WNER PER QEED : D � � � � Q t ) Instrumenf Transfprmers Inc. _ __..�_�. r�aiurv�An�RESS: p. 0. Box 4900 Dept. 201 ______ . PHONE NUMBER: 7�7 -�$? - 3��J ------- -............... �...__ � ___�__._.... EMAII: Ray,PBIII(aISI(I�(�B.GOfi1 _ _NNING&DEVELOPMENT DEPT ITY F AGENT!�R REPRESEIVTATIVE: Ra�j(Pgnka�Skl �.r.___�_ _,� n�A�uN�Aa�R�ss� �E Multilin Transformers,_1907 Calumet Street, Clearwater�Florida 33765__,____.__ PHONE NUMBER: ]ZT-6S� - 3�Z�J �.___. »�. ____ tiMai�: Ray.Penkalski(a�qe.cam_._____ ____�-----___._ ___----- Aa��ESS oF sue�ECr��c��Rr�r: 1925 Calumet Street Ciearwaker Florida 33765 ��scR�pT�oN aF R�r�uEST: Light industrial rnanufacturing � s��a1�y id��nfy rn� rep��sc �ee attached letter from AndersaNLesniak Limit�d jinclude alf requesie�code�Jex�biirEy, �� e.g., �eduction in �equired number oJ -- porking spaces; height, setbocks, !ot __� �. _ size,tat width,specific use,etc.J _ _ ----- ___._—_.__....._._ ��--------_.___.----___.�____...__-------I STATE Of FL4RIQA COUNTY OF PINELLAS �J � I, the undersigned, acknowledge thak all Sworn to nd subscribed before me this_._ [ f� ,day of ' representations made in this appiication are true and �C� -��. to me andJor by ar.curate to th� best af my knowledge and authorize f�__ City representatives to visit and photograph the Kevin M. Bynum, P� ,wha is personally known has ( �roperty described in this appliration. produced� R/ �" as idendfication. i -------- � ..�W.d.. �� :,^v'��.., WANDA MALES ' � � �:? MY COMMISSION#EE 13 14 I Sig CurE of prt�perly owner or repres�ntaCive � Notary public, � � �� a� � anuary , ts ;�F��`' Bonded Thm Notny PubCic Und� riters My comrnission expires: ��7�p��/�o'�°�'� , _ __—____ �--- ------.._. __ —_.j Planning 8 Devolopmont Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-56?-4567;Fax:727-562-4865 Page 1 of 2 Revisad 01112 F �+ ��y Planning& Develapment Department 1 Comp��ehensive Landscaping Applicatian ��. Flexibility Criteria PROVIDE COMPLETE RESPONSES TO EACH OF TNE FIVE (5} FLEXIBILITY CRITERIA EXPLAINING HOW, IN DETAiI, THE CRITERION t5 BEING COMPLIED WITN PER THIS CdMPREMENSlVE LANpSCAPING PRUPOSAL. 1. Arct�it�ecturai Therne: a. The landscaping in a Comprehensive Landscaping program shal� be designed as a part af the architectural theme r�f the princip�al buildings proposed ar develaped an the parcel�aro►aosed for the development, See attached letter irom AndersoNLesniak Limited OR —� —._.____.____.__ �._ ___.__.__----_._._..____.._ __. b. The design,character,location andiar materials of the landscape treatrnent proposed in the Cc�m��rehensive Landscaping ��program shali be den�orastrably more attractive Than landsc.aping ath�r�rise permit�ed on the parcei proposed for development under the minimum iandscape standartis. See attached letter fram AndersaniLesniak Limited 2 Ligh[ii�g. lkny Vighting proposed as a part of � Comprehensive Landscaping program is autamatic�ily controlied sa that the lighting is turned oFf when the business is dased. See attacf�ed�letter from And�rsonlLesrriak Limited 3. Comrnunrty Charocter. The landsca�e treaiment proposed in the Camprehensive tandscap� Frograrr� wi{I enhance tl�e cornmun;ty character of the City of Ciearwater. See attached letter from Anderson/Lesniak Limited 4. Property Values. 7he I�ndscape treatment praposed in the Comprehensive Landscaping program will have a k�eneficial impact an�ttie value af the pro�perry in the i�mmediate�vicinity af the parcei proposed for develapment. See attached ietter from AndersonlLesniak Limited 5 Spedot Areo or Srertic Corridor Plan. The landscape treatment proposed in the Comprehensive landsc�pe F�rogram is cQ�nsistent with any special�area ar scenie cc�rririor pian vrhich tt�e City af Clearwater has prepared and adopted ior the area�in which the parce!proposed for development is(acated. See attached leiter from AndersoNLesniak Limited Pianning 8 Development pepartment,100 S.Myrtle Avenue,Glearnrater,fL 33756,Tei:727-56?-d567;Fax: 727-58?-4865 Page 2 of 2 Revised 01/1� �� . �� '� �:! �� '� � �� s� • � t�� ; . ��, ;; : � . w F��g; � � _. � ... `�� '�n I �i �� V 5� � . �. ' _ � " � � 4Y �1 ��. � t, ��,: #s d ' � :� � � r , �` . � �� b{� � ,�t �%i�� 'F , . - COMPREHENSIVE LANDSCAPING APPLICATION — FLEXIBILITY CRITERIA May 8, 2013 1) REQUESTED LANDSCAPE WAIVERS: Eliminate perimeter Landscape buffer on east side of Building 6 Eliminate perimeter Landscape buffer on west side of Building 7 Eliminate perimeter Landscape buffer on easf side of Building 8 Eliminate perimeter Landscape buffer on north and east side of Building 9 Eliminate Building Foundation east side of Building 9 Eliminate perimeter Landscape buffer on north and south sides of creek Eliminate required trees from the Landscape buffer on the south Eliminate required shrubs from the Landscape buffer on west side of new building Eliminate Building Foundation planting on west side of Buildings 2-6 Eliminate required shrubs from the Landscape buffer on the west side of Buildings 2-6 Eliminate required shrubs from the Landscape buffer on the north side of building 6 LANDSCAPE DESIGN PROPOSED IS BETTER THAN THE MINIMUM LANDSCAPE STANDARDS The proposed plant palette includes a wide selection of mostly native trees,shrubs and ground cover. Three of the large shade tree species(Live Oak, Red Maple and Slash Pine) have been specified as 5" caliper trees, twice the code requirement. Interior Greenspace areas exceed the minimum requirements and have been heavily planted with masses of ornamental grasses, ground cover and dwarf shrubs. The proposed Landscape will create a pleasing environment for the employees and surrounding properties and exceeds the minimum Landscape Standards. 2) LIGHTING The exterior lighting will be pole and building mounted full cutoff,dark skies LED fixtures. They will be controlled by Time Clock and Photo eye sensors. All City of Clearwater Lighting Ordinances will be followed. 3) COMMUNITY CHARACTER The plan indicates the removal of a number of invasive exotic trees from the property. This will reduce the spread of these invasive species to surrounding properties and provide additional areas for new landscape. The proposed perimeter trees will grow and create a green screen between the property and its perimeter roadways. This will enhance the esthetic appeal of the property and contribute to the beautification of the community. 4) PROPERTY VALUES The property will be transformed from an industrial environment with little greenspace to a lushly planted "campus like" environment. Green buffers will block views of the parking areas from public view. The trees in the parking islands will provide shade for humans and habitat for birds, squirrels and insects. The attractive landscape will be esthetically pleasing and will increase the value of the abutting properties. 5) SPECIAL AREA OR SCENIC CORRIDOR PLAN A variety of trees have been specified to provide color and seasonal change through the year. The Crape Myrtles will have lavender blooms in the summer, the Maples will have red foliage in the fall and the Cypress will have bright green foliage in the spring. The Muhly Grass will have bright pink ptumes in the fall and the Downy Jasmine willed be covered with white flowers in the spring. The plant palette for this design will provide seasonal interest all year long and the resulting landscape will be an asset to the City of Clearwater. _ _ Tree Inventory GE ITf - 190i Calumet Street Prepared By:Alan Mayberry,Consulting Arborfst Prepared �or: Long&Associates Architects/Engineers, inc. 1'he fallowing report is submittec� by Alan Mayberry, Cansulting Arborist, and includes findings that t betieve are accurate based an my education, experience and knowtedge in the fiefd of _ . ---..._...__._....._Arboriculture�--I have ne..interest personally-or financially.in--this-property-and�-my-report�-is- ------_ __._ factual and unbiased. Tree inventory Overview The fallowing tree inventory provides an overail condition rating for aU trees iocated on the subject pcoperty that are within the scope of the proposed work and defined as protected trees by the provisions of the City of Clearwater Code of �rdinances. This report also includes invasive exotic tree specEes that are located within the scope of the new wark but are exempt fram code provisions. They are incfuded becauss they are growing within the existing parking lot areas anci pose a threat to cause property damage or personat ir�jury and can create a mainYenance nuisance due to their invasive characteristics. The overall condition rating reflects an assessment of a tree's heaith, structurai integrity and to a lesser degree its aesthetic contributio�. The subject property is an industrial use cansisting of buildings a�d associated parking lots. The site contains nat�ve trees that have �en planted in interior landscape islands most 1lkely to meet clty tandscape code requirements.7he native tree species include the tive oak (Quercus virginiana), taurel oak (Quercus 1aurlfdlla) and the Sout�ern magnolia (Magnolia grandiftoraj. tn adcEition, the site cantains an abundance of the invasive exotic woman's tangue tree �Albfzla lebbeck). This species occurs as individuals within interior landscape islands and as thickets near the west and south property lines. In addition, the highty invasive Brazilian pepper tr�e (Schlnus terebinthifolius) occurs within the thickets. 7he tree inventary rates individual trees and pravides �ecommendatians for removai or retention of the tree as well as maintenance recommenda#ions for trees �ecommended for preservation. The Tree Inventory Data section which follows the tree inventory provides an explanatlon of the rating system and how indi�idual trees are scored. NOTE: A tree inventory is typicaNy valid for 3-5 years. However, events such as drought, lightning, mechar�ical root damage, ireeze, improper maintenance and s�vere starms can downgrade t�te rated value of a tree. Conver�sely, remedial mainfienance can upgrade the value. If you suspect that a tree has been adversely affected, have the tree inspected by a qualified Internatior�aJ Society of Arboriculture(ISA) Certified Arborist. NOTE:Whenever possibfe it is advised to adhere to inventory recommendatians when selecting trees to be preserved. For example, trees or palms rated 4.0 and t�igher are strvng candidates to be considered for preservation, whils trees or patms rated Z.0 and lower should be removed 1 \� I � � ___ _ ____ �nless otherwise noted in the inventory. Trees or palms rated 2.5 are generally recommended for removat unless remediaf work is per�ormecf to upgracle them.Trees or paims rated 3.0 and 3.S are average trees that have good potential and are worthy of preservation efforts. NOTE: Tree size references trunk diameter tn inc�es for trees {measured at 4.5' above grade unless the tree forks below that po4nt - then the diameter is measured at the rtarrowest area between grade and the fork. 1'his tree inventory was conducted on October 28�24,2011. Tree Inventory '�ree # �fze Snecies Rating 4Q1. 11",1Y' Woman's Tongue(Atbizla lebbeck) �.0 Comments: The woman's tongue tree is designated as a Ca�egary Qne invasive exotic tree by the Ftorida Exotic Pest Plant Council, as it threatens nativ� piant communities by its aggressive ability t4 invade, colonize and cr�wd out native plant species. Accordingly, this speci�s is prohibited from planting in most counties in Florida and is required by State Statute or local codes to be removed in most new devetopments. In addition to its invasive characteristics the womar�'s tongue tree has brittl� wood and is prone sufFe� freeze damage i# the temperature drops be�vw 32 degrees. 7'h�s species is assigned a ]..0 overall conditian rating and recomm�nded for remvval. Tree number 441 i�as the structural defect of an inctuded basal �adominant trunk which predispases a tree to fail. Recammenc!removal. Maintenance note:Some of the trees on this sfte have suffered damage to their lawer trunks dt�e to the steei decks of fawnmowers cutting throug�the bark.Recommend maintaining mulc� rings around trees to pre�ent this damage. 402. 6" Southern magnolia �Magnolin grandiflorrr} Z.0 Comments: This tree was previausly topped causing severai t�unks to develop parallel to each other. This altgnment of branches wilt cause codominant branches and decay due to rubbir�g branches. The tree is systemicaJly heatthy but has poor structure. In addition, the tree Rs growing beneath a street light and associated wires and will eventually have ta be pruned to aecommodate the wires as this species car� reach 70' in height. Ftecommend r�mova! due to poor structure and the tree's locatlon beneath utility wires. Maintenar�ce note: Several �rees in the inventory will be recommended for structural pruning. T�is pruning is designed to improve tree struct�re by subordinat�ng codominant branches and strengthen�ng the central leader.Tr�s that ha�e been structurally pruned are stronger and less 2 _ __ __ _ _ _ � likely to fail.�Structural pruning is somewhat esoteric at this time and should only be performed by arborists who are accredited as Certified Arborist through the international Society of Ar�oriculture and who (cnow the principles of structural pruning. 4�3. 11" tive aak(Quercus vFrginlanaj 3.5 Comments: This tree has gooc! structure and health. It has a gird{ing root on the west side that - � has caused an asymmetricat base but the tree app�ars to have solved this problem. It would benefit from the removal of stubs and structural pruning. Recommend preservation. Note:Several of the trees in the parking tot area have surface roots or g�rdiing roots most likely caused by the landscaper leaving the artificial buriap around the roots bails aftec planting.This causes roots to grow up and out of the burlap or arounc! inside the buriap. If new trees are planted use a landscape company that insta{Is trees per the specifications de�ned in the American National Standards institute (AN51) literature regarding new tree installation. 404. 9" live oak 3.0 Comments:Thls tree has three girdlmg roots and surface roots which downgrac4e its candition. It is heaithy and the overal!structure is good. R�commend preservation along with the removal af stubs and dead wood. Note: Many of the trees in this in�entory have branches#hat have�een stubbed off due to the proximity of parkeci cars. Stub cuts are imprapet cuts that lead to decay. Recommend p�uning all stub cuts back fio coliar cuts. Additian�lly, these trees will have to be pruned periadically to maintain clearar�ce over the parking lot. Alf pruning shoulc! be in accordance wit#� applicable AN51 A300 standards and perFormed by an ISA Certified Arbortst. 405. 9" live oak 3.0 Commenfis: T�e tree has surface roots. It alsa has stubs and dead wvod that ne�d ta be removed. In addition, some branches need to be raised over the parking lot. The structure and health a�e good. Recommend preservation. 406. 5" Southern magnolia 2.Q Comments: z#�is tree has an 18" long wound with decay on the narth side af the trunk starting at 2' above grade. The wound extends 2" into the trunk. The crown has low density as fts systemic health has been affected by the wound and by tawnmower injury. Recommend removar as the decay is progressrve and wilt adverse�y affect the health and strucCure of this tree. . q07. 8" live oak 2.5 3 Comments: The crown of this tree is one-sided and irregular due to competition fo� growing space from tree #408. The health and structure are good. This tree could remain if tree#408 is . removed (as recommend�d) and will improve over time if prun�ri co�rectly. 408. 14" laurel oak(Quercus laurifatia} 2.0 Comments:The trunk of this tree has a 3' long seam on the west side that was probably caused by a crack. The crown is symmetrical witi� very high density of foliage. tt has great aesthetic appeal. Th� tree is located 5' from a retaining wall and cfose to the edge of pavement of th� --.. . ---- ----------------parking-lot:The�tree��has-surface-raofis-exaggerated-because�Lhis are�is-suff��r�-from e�osipn: � � � 7rees #407, 408 and 4U9 are growing wlthin 18' of each other and this tre� has affected the growth vf ti�e smaNer live oak trees. Laurel oak trees are a relatively short-lived species and do nat form heartwood. Consequen#ly, decay tends to be prc�gressive and causes structural defects years after the inception of a wound, Tt�is crack goes deep i�to the trunk and has caused a canker on the bactcside of the trunk. The decay is formin�directly benea#h an area of the trunk where several larg� scaffold branches emanate. in the interest of the future sa#ety of the persons utflizing this property, I am recommending removai of this tree due ta the wound on the trunk. 409. 1.0" tfve aak 2.5 Comments: The crown of this tree is very one-sided to the north. 8ut the structure and health are good. 7he tree i�as stubs that neeci remova) and the crown needs to be raised. However, there is a large low vaitage wire just above this tree followed by a rack of a three phase primary wire system. Trees #407, 4�8 and 409 will all be affected by the utility wires in the future. Consequently, i am recommending remova)of aii three trees as they are shade tree species and recammending repiacement with accent type trees such as the crape myrtle (Lagerstraemla 1ndFca), yaupon hoily {1lex vomitaria) or the dwarf cultivar, `Litfile gem' magnolia (Ma�gnoliu grandlflarcr). 410. 6", 7",8" Woman's tongue 1.0 Comments: invasive exotic with codominant trunk.Recommend removal. 411. 7" (auret oak 2.Q Cammen#s: This tree forms an unequat codominant trunk 5' abvve grade. The larger codomir�ant then forms a tigh#ly included codominant stem 7' above grade. The crown is thinnin�, chlorotic and has very poor structure. Recommend removai. 412. �.&" laurel oak 2.5 Comments: This tree is Iocated 4' from the edge of pavement of the parking lot, It has a beautifuf crown and very good systemic health. The tree has st�rface roots that are exacerbated 4 by soil erosion at this location. The crown r�eeds to be raised over the parwng lot.This tree has very poor structure as the trunk splits 5' above grade and forms codominar�t scaffotd branc�es. 7his tree has a leader that couid be improved if adjacent codominant branches are subordinated. This t�ee could be preserved if the property owners are wilfing to have the tree structuratiy prur�ed annualiy to reduce hazards through subordinating cadaminant stems �nd strengthening the centra! leader. !f there is not a comrnitment to this type of prunin�. I recommend removal due to poor structure. 4i3. 11" live oak 3.0 Comments: The crown of this tree is one-s�ded due to competition from tree #412 and to a lesser extent tree#414.The heatth and structure Is good. lt needs prur�ing to remo�e stubs and to raise branches over the parking tat. However, in time the tree will imp�ove witfi proper pruning. Recommend presetvation. 414. 3",4",6" woman's tangue 1.0 Comments: Codomfnant Invasive exotic, recommend removal. 415. g" woman's tongue 1.0 Comments: invasive exotic. Recommend r�moval. Trees #415 & 416 are growing in small landscape isiands and the trees will uttimately cause damage to the asphalt parking lot with their raat systems if they are not removed as recornmended. 416. 6", 7" woman's ton�ue 1.0 Comments:Codominant invasive exotic, r�commend removai. Note: Trees #417, 418, 419 & 420 are nat grvwing within the existing parking (at, but are growing in an open fi�ld south of the parking lat. 417. 17" woman's Congue 1.0 Comments:3'his tree has extensive tru�tc decay and is an invasive exotic, recommend removal. 4�.8. 10" woman's tongue 1.0 Comments:This tree t�as extensive truntc decay and is an invasive exotic, recommend remaval 419. 14" woman's tongue 1.0 Comments: Invasive exatic, recommend removal. 5 420. 10" woman's tongue 1.0 Comments: Invasive exotic, recommend removal. Note: There are dense stands of invasive exotic trees that are etther on this property or immediately adjacent to it to the west and south. These trees are aggressive and wil{ continue ta spread and ca�se maintenance diffitulties to the subject property. It wiA be advantageous to have these trees removed, although it may take a coordinated effart with adjacent �,roperty owners. The removal of exotic invasive species should be performed by companfes with the - -�----- ------[cnowtedge;-experience--and--licenses-to-remave--these trees�in a�manner-fih�t-�litni�f�he$ or" -- - - prevents their regrowth. This contludes the tree inventory.The following is an explanation of the t�ee inventory rating system. Tree Inventory Data A tree inventory is a written recard of a tree's conctition at the time of ir�spectlon. tt is a valuable tool tn prioritize tree maintenanc:e and remo�e trees with problems that could lead to failure and cause personal injury or property dama$e. 7he tree inventory lists fnur codes and also has a comment section.The following is an explanation of the data used in the�nv�ntary; Tree#-locatton-Each t�ee is assigned a number for reference in the inventory thati corresponds with a number on the site plan that identifies the tacation af the tree in the f(etd. Sfze—Tree size is a measure of the tree's trunk dlameter measured at 4.5' a6ove grade, if tF�ere �s a fork in the trunk at tE�at point the diameter is measured at the narrowest area 6etow the fork. Palm species are measured in fe�t of clear trunk(C.T.). S»�cies— Each tree is Nsted by its common and hotanical name the flrst time it is listed in the inventory. For simpliGity the tree is Nsted by its common name thereaft�er. Condition RatinA — The condition rating is an assessment of the tree's overall structurai strength and Systemic heatth. Elements af structure include: 1) the pres�nce of cavitles, decayed woocf, split, cracked, rubbing branches etc., 2) branch arrangements and attachments, i.e., well-spaced vs. severai branches emanating from the same a�ea on the tr�nk, codominant stems vs.singte leader trur�k,presence of branch collars vs. included bark. Elernents of systemic heaith relate to the tree's overalt energy system measured by net photosynthesis (food made) vs. respiration (food used}. A tree with good system�c health wili hav� a vascular system that moves water, nutrients and photosynthate �round #he tree as needed. Indicafiflrs of a healthy systemic sysfiem used in the overafl condition rating include: 1) live crown ratio (the amount of tive crown a tree has refative to its mass), Z) crown density (density of the foliage), 3y tip growth (shoot elongation fs a sign that the Cree is making and storing energy. 6 The overall condit�on rating also takes into consideration the species, appea�ar�ce and any unique features. The rating scale is Q-6 with 0 being a dead tree and 6 a specimen. Increments of 0.5 are used to increase accuracy. Examples of the tree rating system are as follows: 0-A dead tree 1- A tree t�at is dying, severely dec#ining, hazardous, harboring a communicable disease or a tree designated by the 5tate af Ftorida's Exotic Pest Plant Counci! as a categary #1 ecologica) -- ------------ est--i:e:;-Brazifian-pepper tree�- Schfnus terebinrhf ollus A tree�with��a-rattn �f-1 shx�vlti�-be- �� -- �� p � f ��- - g. removed as it is beyond treatment and is a threat to cause persanal injury or property damage. 2--A tree exhibiting serious structural defects such as codominant stems with inclucied bark at or near the base, large cavities, targe areas af decayed woad, c�own dfeback, c�acked/split scaffold branches etc. !n additivn, a tree with health issues such as low energy, low t�ve crown ratio, serious disease or insect probiems, nutritiona) deficiencies or soil pH problems. A tree with a rating of#2 should be remo�ed uniess the problem(s) can be tceated. A tree with a #2 condition rating wil) typically require a conslderable amount of maintenance to qualify for an upgrade of the condition rating. 3- A Cree with average structure and systemic �ealth and with problems that can b�corrected with moderate maintenance. A tree with a codominant stem not in the basa) area that will be subordinated or cabl�cf and braced or a codominant stem that wiil soon have included bark can be included as a #3. A tree with a rating of#3 has average appearance, crown density and tive crown ra#io and should he preserved if possible. 4- A tree with a rating of 4 has good structure and systemic health with minor probtems that can be easily corrected with minor maintenance.The tree should have an attractive appearance and be essentially fres of any debilitating disease or insect problem. The tree should also have abuve average crown density and live crown ratio. Mature trees exhibiting scars, old wounds, sma�l cavities or other problems that are not debilitating can he included in this group particularry if titey possess unfque form or other aesthet�c amenities r�lat�ng tv their age.A tree with a rating of 4 is valuat�le to the property and should be preserved. 5 — A tree with very high (ive crown ratio and exceptional structur� and systemic health and virt�ally free of insect or disease pro6lems or nutritional deficlencies. A tree in this category should have a baianced crown with exceptiona! aesthetic amen�ties. A tree in this category shvuld be of a species that passesses characteristics inherent to Ic�nger►ity and withstanding construction impacts. A tree with a #5 rating lends cpnsiderable value to the site and shoutd be #ncorporated into the sit� design. A tree with a #S raYing is worthy of significant site plan mndificatiott to ensure its preservation. 6 — A specimen tree. A 'specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength,crown density, Ilve crawn ratio, farm 7 � . . • (balanced crown�, overall aesthetic appeal, size, species, age and uniaueness. A great effort should 6e made to preserve a specimen tree inciudin�shifting str�ctures that would adversely impact the tree. ln addition, a specimen tree should have an undisturbed area equal to its dripline (equal ta the branch spread) ta grow in. Only an experienced and competent Internatianal Society of Arboriculture (I.S.A.� CerCifiec! Arborist shou�d i�e ailowed work on a specimen tree. Comments: The comment sectlon serves to nnte abservatians relative ta the tree but not covered in the imentory data or expands on informatlon in the inventory data. it may include --maintenance-recommendations-to-improve the-tree'-g-overal!-condition-rating.-It-may-aiso-have - --- ------- recommendations on whether to remove or preservs a tree. 8 ' PROJECT NO. 201322 PRELIMINARY STORMWATER CALCULATIONS FOR: FLEXIBLE DEVELOPMENT APPLICATION PROJECT ADDRESS: 1925 Calumet Street Clearwater, Florida 33765 Section 12, Township 29 South, Range 15 East City of Clearwater Prepared By: � • f� Ga � � OO G1t� � � � - / ENGINEERS, INC. 4525 S. Montiattan Ave, Tampa. FL 3361 1-2305 T:(813)839-0506 f:{813)839-4616 AACOOlb24 1828 Q80013991 w w w . I o n g a n d a s s o c i o t e s _ c o m Kevin M. Bynum,P.E. #62392 ISSUED: Apri129, 2013 Date ' PROJECT NO. 201322 Contents PROJECTDESCRIPTION..................................................................................................................................3 PRE-DEVELOPED DRAINAGE .........................................................................................................................3 POST-DEVELOPED DRAINAGE.......................................................................................................................4 SUM MARY.....................................................................................................................................................5 Apperi(�1X A — Proposed Basin Map Appendix B — ICPR Pre-Developed Analysis Pre-Developed Basin Summary Apperi(�1X C — Proposed Pond Stage vs. Storage Table &Treatment Volume Appendix D - iCPR Proposed Project Analysis Post-Developed Network Diagram Post-Developed Inputs Post-Developed Basin Summary Post-Developed Node Max Report Post-Developed Links Max Report Apperi(�IX E — SWMM Model Input Files ApperiC�1X F — SWMM Model Output Files ti PROJECT NO. 201322 PROjECT DESCRIPTION This project consists of the demolition and reconstruction of existing industrial manufacturing property. As part of the reconstruction, a new 166,000 gsf building will be built along with the associated parking and stormwater management system. In its current condition the property contains a portion of Alligator Creek—Channel A which runs through the property effectually bisecting the property into two parts hindering effective use of the property. In the proposed condition, a portion of Channel A will be replaced with box culverts under the parking areas. In order to show the feasible of this proposed project for the City of Clearwater's Flexible Development Application a preliminary drainage analysis of the pre-and post-developed conditions are presented herein. PRE-DEVELOPED DRAINAGE In its existing condition the project area contains several existing stormwater management ponds with SWFWMD permits. For the purposes of these calculations,the pre-developed analysis will not include these ponds or the impervious areas served by them. The pre-developed will consider the drainage area as un-developed. A proposed basin map is included in Appendix A to show the area which will be analyzed. Below is the pre-developed analysis of the proposed basin area. For the pre-developed or existing conditions assessment of Channel A this report will utilize the results of the Existing Condition Analysis as published in the ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (2005 UPDATE) prepared by Parsons Water& Infrastructure,Tampa, FL. CITY OF CLEARWATER In order to comply with City of Clearwater's stormwater regulations the rational method will be utilized to calculate the pre-developed coefficient of runoff and pre-developed flow rate. These calculations are shown below. Pre-Developed Desc Area C C'`Area Impervious 0.00 0.95 0.00 Pervious 13.12 0.20 2.62 Pond 0.00 1.00 0.00 Total 13.12 2.62 Weigthed C= 0.20 Q=C"I*A Pre C= 0.20 125Y��,h�= 3.7 in/hr Q= 9.71 cfs ' PROJECT NO. 201322 SWFWMD In order to comply with SWFWMD regulations the NRCS curve number method and ICPR by Streamline Technologies, Inc. will be utilized to analyze the effects the proposed project will have. The results of the pre-developed analysis are included Appendix B. The curve number selected for the pre-developed condition is: Open Space,good condition (grass cover>75%) - Hyd Group C= 74 POST-DEVELOPED DRAINAGE The proposed stormwater management pond will provide treatment and attenuation for the 13.12 acres drainage area shown on the proposed basin map in Appendix A. This pond will discharge to a new flood compensation and mitigation area dug adjacent to the portion of Channel A which will remain. An analysis of the proposed drainage area and pond are presented below. For the post-developed assessment of Channel A the SWMM model utilized by the ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (2005 UPDATE)was modified to add the two proposed 12'x10' box culverts in place of the existing ditch along with a flood compensation area at the end of the proposed box culverts. The SWMM model input file is included in Appendix E. Due to the size of the output file,the entire output file is not included in this preliminary report. However,the Junction Summary Statistics from the output file are included in Appendix F. CITY OF CLEARWATER In order to comply with City of Clearwater's stormwater regulations the rational method will be utilized to calculate the post-developed coefficient of runoff and post-developed flow rate. These calculations are shown below. Post-Developed Desc Area C C*Area Impervious 9.43 0.95 8.96 Pervious 2.66 0.20 0.53 Pond 1.03 1.00 1.03 Total 13.12 10.52 Weigthed C= 0.80 Q=C"I"A Post C= 0.80 IZSY�„„�= 3.7 in/hr Q- 38.92 cfs The detention volume and weir discharge required for City of Clearwater is calculated as follows: � PROJECT NO. 201322 Volume Required =�Q"Tc pQ= 29.21 cfs Tc= 3600 sec Vol. Req. = 105,167 cf 2.41 ac-ft Weir Discharge Q=CLH^(3/2) C= 3.2 �- 0.43 ft 5.10 in Design High = 49.55 ft Invert of Weir= 45.88 ft H= 3.67 ft 44.04 in Q- 9.56 cfs The%" treatment volume calculation and stage-storage table for the proposed pond are included in Appendix C. SWFWMD In order to comply with SWFWMD regulations the NRCS Method curve number method and ICPR by Streamline Technologies, Inc. is utilized to analyze the post-developed project. The results of the post- developed analysis are included Appendix D. The curve number for the post-developed condition is calculated as follows: Post-Developed Desc Area CN CN"Area Impervious 9.43 98.00 924.21 Pervious 2.66 74.00 196.99 Pond 1.03 100.00 102.80 Total 13.12 1224.00 Weigthed CN= 93.29 The treatment volume calculations and stage-storage table for the proposed pond are included in Appendix C. SUMMARY The preliminary calculations contained herein show that the proposed pond will be sufficient to serve the proposed drainage basin. The proposed modifications to Channel A are included in this report to show the feasibility of enclosing a portion of Channel A within box culverts without causing adverse impact to upstream and downstream junctions. Construction plans and detailed calculations for the modifications to Channel A shall be submitted to the City of Clearwater and the SWFWMD for review and approval as a separate project from the proposed 166,000 gsf building, associated parking and stormwater management system. � PROJECT NO. 201322 � APPENDIX A � "'� E � ` � U �_ o � . a ? _� � a � ;� o �� WLL� � �� cw�M�rsr � z a- o ° � o� � �� ,��1 � W ;� � / I ° �� 7 � Q a� D E i � � C� � �� n 0 � � `o m 0 L i� C a o � �� ° �� N� � � � , ��, 3 �� I _ Ym ; S l ; I.— _ _ - - - - _-.--� 0 0 � I o � : � � _ _ � � � o 0 � U � I O �� t0 ? i � � I Z � � �2� —— W � , --- — -- � — �, � ,,.�__�.,,_ � �� Z � w.�:� +�--° _ �� O N ;`f r- ` �— O I Z � J � � �� .�� _� ; � \ � i / ' \ BUILDING DATA W Q �- =� � i > `--BFSIN LINE � C Z �� - � � O EXISTING26,176GSFMNNUFACTURING/WAREMWSE Q J � .�.< � � � _ � ^ h� _ 1 .� -E%ISTtMGCREEK L.L p_,/ P W Q . � O EXISTING7148GSFM4NUFAC7URING � � , i �� J � Z 8 _ #- �.- . O E%ISTMG7,132GSFM4NUFACTURING � Q ------yyy u Z ! � ��-..._„__ ,,,_,,..,_,,,�.,_, .- ..,,,..,,�, _..,..� � �.._a�8$. OEXISTINGB,/67GSFM4NUFACTUFtING � ` � ' � � W J � ;. � ��o."d. �E%ISTING 7,173 GSF M4NUFACTURING � � / ;.ii -%,/� �3 .. / , /' j � � � . � ',_ W ,� � � � � O EXISTING29,716GSFM4NUFACTIXtING � . .i,� ( �. .. ; *, , ]O EXISTING3,492GSFPOWERBUILDING(UNLNNNED) • O EXISTING6,099GSFTESTFAqLfiVIWAREHWSE � /,�� O E%ISTING7175GSFWAREHOUSE /./"ii�/ /;; „j ' .�i� .��,��{^; �Q EXISTING81,576GSFM4NUFACTURING/WAREHOUSE/Pf20DUC710N(2STORY) a Y.t. � � r a �:°` ._ i N `�- J'a � �`.. �: �2 DEMOLISIfD(69�26SFWAREFI0USE1 �e °'�ti..,.,. ' - g > o yQ � � wO w _....,,,. � .._ 3` . d C 3 � � . � � c3� �(� DEMOLISHEDN+3�i6SFWAREH6USE) � � � ~ __ �� \ ""^�...,,� � � - y 183,661TOTALEXISTINGGSFTOREM4IN , �� `�_ ` ""^.... "�. _,... � �� ^^^^ No Date Issues&Revisions � � �`"°+��,,," _ �� NEW 166,000 GSF PROPOSED M4NUFACTURING FACILfi1' � `„„ � \ aG� � � � � ``�+� LEGEND � � � \ � -=- - - _ - — — — — PROPERTV LINE C. STORM INlETS Q �.��,..,�.��..�� . _._.-_�_�-....�..� � �. ASINLME -. � �` ' — � — SEfBACKLINE Phoze: FDA DOCS E . � � � ."'m� . . . ' , � STORMOIf�FANS Drawn By: ESl � � \ ..�t'"' ,._...-_._ .. .a • M4TCHLINE CheckadBy: KMB - .C�YR,qt� \ � \ � � — — ' — — NEWFIRELINE � M4NMIXE JobNO: 201322 Date: OS-01-13 � ``_ ` �,\ � � � NEW STOftMLINE � SANITARV LIFf$TATION y `` � � � NEW SANRARV L11E � NEW AVW UFACNRING FACILITV P R O P O S E D � NEW ELECTRICA�LINE B AS I N � NEW SURFACE REfENiION MA P s N PROPOSED SAN — EXISTINGSANfTARYLME � BASIN MAP W EXISTINGWATERLINE � NEWCONCREfE � ' 9GLE 1'_ep E E%ISTING54NRARYFORCE _ NEWASPFl4LTPFVING MAIN Pf2NATE UNE �'`:: �� E/ \ � •O � ■ � FIRE HYDRAM �� O BUILDING NUMBER 0 10' 80� 160' � PROJECT NO. 201322 APPENDIX B � . _. _---- ._ __ � Pre-Developed Basin Summary Basin Name: PRE Group Name: BASE Simulation: 25YR Node Name: PREOUT Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min) : 2.00 Comp Time Inc (min) : 2.00 Rainfall File: Flmod Rainfall Amount (in) : 9.000 Storm Duration (hrs) : 29.00 Status: Onsite Time of Conc (min) : 15.00 Time Shift (hrs) : 0.00 Area (ac) : 13.120 Vol of Unit Hyd (in) : 1.000 Curve Number: 74.000 DCIA (o) : 0.000 Time Max (hrs) : 12.10 Flow Max (cfs) : 45.45 Runoff Volume (in) : 5.827 Runoff Volume (ft3) : 277515 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 1 � PROJECT NO. 201322 APPENDIX C t--� -- W � � � m rl N m N mo�� N o o�� > O�m�Ogo ��N +o�uria o�i�S°o,Om�oa°oYO1mn�m v`$,n�i�om �m�g� nN�O ��io N c��U o 00000000000000 000 0000 000-��-��-��-�- r�vr+rvrv rNrvrvrNrr+MMnnMnnn <vaaaa a� � y� U O W _ � �p 1p yy rp ��O m � W&U UJ n o� �b.a-Y?m(�'f NM�b V 1��,10NynO�p�nmf�'ION1�0,<NMb O�pm0�10�imO�Nm�NaOm1Y1mOONrne>V�NV!�`.�bMlm�,bn�NM1lOr�1m0<OOm�N�ONMNO V W i'€`p Z��o mo ml�011�oc�binNCl n 10 O OI� t� O! � �ni�llNm �eJ� � Nt0 �� u� U> �N�nauf�on�� rv Nrv nw� `nnavaa ain�nNinrnpb�o�01�n nrg ` arn�� o�� m� �E W�`o L U �� N tV N� M m� �� m 1�-��=v rn - d� - >3 r� w �r��: ��Q��.� LL�w N��'.�� "'��3�<� :3:'�&::a<°�� o�'�'M��e�°��m°�mm�mm�mf�ma�m �000ccoco� mrcrc3>�rco �a occooc000cooc000ccooc00000000000coocoocooccc0000e0000000cc00000cc00000000cocc��_ i � � ��C r C�q C u+a a M m n�m a�op m rv m n m�y�n m�in m�n m�rn m o O0 0��p N rv o m y y aD �MNa�O�<�mNN+m�YI�-f M10�NY�Im`Na�D�^NONa°DONNO�iNmNY01�Om�Nm�AM�nNY ov�iON1�0oNO��YmN 010 m�na�p Y OIN�1�N� an �map mMYy W u�ipb�0��^n meDmmO�iO�ioNNNNNN {y♦p^ y U �.-�� N N N N N N N N N N N N N N n M�n n��+f�r�M M M n M tn�f n��M Y Y a Y<<<Y Y QN��MN�OOI^ 'N�a oo1V d ��b 111 . ��N n n� � gogggpogo$ �� m�� o�NMav�i.b�mmo�NMav�i,t�o.�mmo�NMau�im��mo�Nnvv�i,m�mmo�NMev�f.t�o.na�o.mo�Nr�i,vv�i.t�o.nmmo�[�v.Mav�i.��m rno�N nvv�i��nmmo � W�Y��+YN W v�i n N W ��YYY��YYaaa v aYaa a Ya��Y��aa a aaaaaaea a<aYava a Yaaaa vaaa vYa a vv�iv�ivoiu�iv�ivf v�iv�iv�iv�iNV�NV�v�vf v�NUf Nv�i a , � PROJECT NO. 201322 APPENDIX D Network Diagram • I ' I Nodes I � A Stage/Area ', V Stage/Volume T Time/Stage � ' M Manhole , Basins I� 0 Overland Flow I U SCS Onit CN i S SBUH CN ' A:POSTPOND ' Y SCS Unit GA ' T:PREOUT ' Z SBOH GA I� O:POST ' U:PRE Links P Pipe � W Weir C Channel � D Drop Structure D:CS1 ' B Bridge �, R Rating Curve , H Breach �� E Percolation ' F Filter I X Exfil Trench 'il I T:POSTOUT �I I I I I � Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. � Input Report � ___= Basins ______________________________________________________________________________ Name: POST Node: POSTPOND Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs) : 0.00 Rainfall Amount(in) : 0.000 Time of Conc(min) : 15.00 Area(ac) : 13.120 Time Shift(hrs) : 0.00 Curve Number: 93.29 Max Allowable Q(cfs) : 999999.000 DCIA(o) : 0.00 ---------------------------------------------------------------------------------------------------- Name: PRE Node: PREOUT Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs) : 0.00 Rainfall Amount(in) : 0.000 Time of Conc(min) : 15.00 Area(ac) : 13.120 Time Shift(hrs) : 0.00 Curve Number: 79.00 Max Allowable Q(cfs) : 999999.000 DCIA(o) : 0.00 ___= Nodes _______________________________________________________________________________ Name: POSTOUT Base Flow(cfs) : 0.000 Init Stage(ft) : 43.000 Group: BASE Warn Stage(ft) : 44.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 43.000 36.00 43.000 ------------------------------------------------------------------------------------------ Name: POSTPOND Base Flow(cfs) : 0.000 Init Stage(ft) : 45.000 Group: BASE Warn Stage(ft) : 50.500 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 45.000 0.2950 46.000 0.3610 47.000 0.4320 48.000 0.5110 49.000 0.6500 50.000 0.7740 51.000 0.9000 52.000 1.0280 ------------------------------------------------------------------------------------------ Name: PREOUT Base Flow(cfs) : 0.000 Init Stage(ft) : 43.000 Group: BASE Warn Stage(ft) : 44.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 43.000 36.00 43.000 ___= Drop Structures _____________________________________________________________________ __ ____ __ __— _-- ---- Interconnected Channel and Pond Routing Model(ICPR) OO 2002 Streamline Technologies,Inc. Page 1 of 3 � Input Report Name: CS1 From Node: POSTPOND Length(ft) : 96.00 Group: BASE To Node: POSTOUT Count: 5 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Automatic Span(in) : 24.00 24.00 Flow: Both Rise(in) : 24.00 24.00 Entrance Loss Coef: 0.000 Invert(ft) : 44.000 44.200 Exit Loss Coef: 1.000 Manning's N: 0.012000 0.012000 Outlet Ctr1 Spec: Use dc or tw Top Clip(in) : 0.000 0.000 Inlet Ctr1 Spec: Use dc Bot Clip(in) : 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA In1et Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure C51 *** TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Horizontal Top Clip(in) : 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in) : 49.00 Invert(ft) : 49.550 Rise(in) : 37.00 Control Elev(ft) : 49.550 *** Weir 2 of 2 for Drop Structure CS1 *** TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Vertical: Mavis Top C1ip(in) : 0.000 F1ow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in) : 5.10 Invert(ft) : 45.880 Rise(in) : 44.04 Control E1ev(ft) : 45.880 ___= Hydrology Simulations _______________________________________________________________ Name: 25YR Filename: C:\04-JOBS\201322\25YR.R32 Override Defaults: Yes Storm Duration(hrs) : 24.00 Rainfall File: Flmod Rainfall Amount(in) : 9.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ___= Routing Simulations =__----_________________________________________________________ Name: 25YR Hydrology Sim: 25YR Filename: C:\04-JOBS\201322\25YR.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft) : 0.10 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs) : 0.000 End Time(hrs) : 30.00 Min Calc Time(sec) : 0.5000 Max Calc Time(sec) : 60.0000 Boundary Stages: Boundary Flows: Interconnected Channel and Pond Routing Model(ICPR) OO 2002 Streamline Technologies,Inc. Page 2 of 3 � Input Report e Time(hrs) Print Inc(min) --------------- --------------- 999.000 15.000 Group Run --------------- ----- BASE Yes ___ Interconnected Channel and Pond Routing Model(ICPR) OO 2002 Streamline Technologies,Inc. Page 3 of 3 � , Post-Developed Basin Summary � Basin Name: POST Group Name: BASE Simulation: 25YR Node Name: POSTPOND Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min) : 2.00 Comp Time Inc (min) : 2.00 Rainfall File: Flmod Rainfall Amount (in) : 9.000 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 15.00 Time Shift (hrs) : 0.00 Area (ac) : 13.120 Vol of Unit Hyd (in) : 1.000 Curve Number: 93.290 DCIA (o) : 0.000 Time Max (hrs) : 12.10 Flow Max (cfs) : 59.07 Runoff Volume (in) : 8.188 Runoff Volume (ft3) : 389966 ___ __ _ -- - _ ___ Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 1 of 1 I Post-Developed Node Max Report Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Staqe Stage Area Inflow Inflow Outflow Outflow y` hrs ft ft ft ft2 hrs cfs hrs cfs POSTOUT BASE 25YR 0.00 43.00 44.00 0.0000 0 12.35 99.91 0.00 0.00 POSTPOND BASE 25YR 12.35 50.35 50.50 0.0007 35629 12.08 59.06 12.35 49.91 PREOUT BASE 25YR 0.00 93.00 44.00 0.0000 0 12.08 95.25 0.00 0.00 Interconnected Channel and Pond Routing Model(ICPR) �2002 Streamline Technologies,Inc. Page 1 of 1 Post-Developed Links Max Report Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage � hrs cfs cfs hrs ft hrs ft _ _ _ _ _ _ CS1 BASE 25YR 12.35 49.91 -0.032 12.35 50.35 0.00 43.00 ___ _ _ _ Interconnected Channel and Pond Routing Model(ICPR) �02002 Streamline Technologies,Inc. Page 1 of 1 � PROJECT NO. 201322 ♦ APPENDIX E _- acpol00.dat 1 / 34 * _____________________________________________________________________________ * ALLIGATOR CREEK WATERSHED MODEL; EXISTING 2003 CONDITIONS WITH: * (1) CLIFF STEPHENS PARK SEDIMENTATION BASIN DESIGN * (2) MOCCASIN LAKE PARK SEDIMENTATION BASIN DESIGN * (3) CHANNEL B IMPROVEMENTS DESIGN (CLEARWATER) * (4) CHANNEL A IMPROVEMENTS DESIGN (SALVATION ARMY GABIONS) * (5) CHANNEL B IMPROVEMENTS DESIGN (PINELLAS COUNTY) * (6) CHANNEL A BOX CULVERTS (1925 Calumet Street) * DESIGN STORM EVENTS (24-HOUR DURATION) * ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- * NBLOCK JIN(1) JOUT(1) JIN(2) JOUT(2) SW 2 0 10 10 11 * ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- * NITCH NSCRAI NSCRA2 NSCRA3 NSCRA4 MM 4 1 2 3 4 * ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- * SWMM RUNOFF BLOCK * ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- $RUNOFF A1 'ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350)' * A1 '2-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' * A1 'S-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' * A1 '10-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' * A1 '25-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' * A1 'S0-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' A1 '100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' * A1 '25-YEAR/6-HOUR DURATION COUNTY DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' * ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- * METRIC ISNOW NRGAG INFILM KWALITY IVAP NHR NMN NDAY MONTH ITRSTR al 0 0 1 0 0 0 0 0 1 1 99 * ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- * IPRN(1) IPRN(2) IPRN(3) B2 0 0 0 * ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- * WET WETDRY DRY LUNIT LONG 63 120 300 1500 2 24 * 63 120 300 1500 2 12 * ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- * PCTZER REGEN 64 20. 0.005 * ----------------------------------------------------------------------------- ---------------------------------------------------------------------------- * ROPT D1 0 * ------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------ * 2-YEAR/24-HOUR DURATION DESIGN STORM EVENT; SCS TYPE II FL. MOD. DISTRIB. ; TOTAL PRECIP. = 4.50 inches * RAINFALL VALUES ARE INCREMENTAL PRECIPITATION IN INCHES * KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN * E1 0 12 0 0 0 1 48 30 0 * REIN(1) REIN(2) REIN(3) REIN(4) REIN(5) REIN(6) REIN(7) REIN(8) REIN(9) REIN(10) REIN(11) REIN(12) * E3 .0270 .0270 .0292 .0293 .0315 .0315 .0337 .0338 .0382 .0383 .0405 .0405 � E3 .0450 .0495 .0540 .0540 .0630 .0720 .0765 .0900 .1125 .1440 .2250 1.3455 * E3 .5040 .1710 .1260 .0990 .0855 .0720 .0675 .0585 .0540 .0495 .0495 .0405 * E3 .0405 .0405 .0405 .0360 .0315 .0315 .0315 .0315 .0315 .0270 .0270 .0225 * ------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------ * S-YEAR/24-HOUR DURATION DESIGN STORM EVENT; SCS TYPE II FL. MOD. DISTRIB. ; TOTAL PRECIP. = 6.00 inches * RAINFALL VALUES ARE INCREMENTAL PRECIPITATION IN INCHES * KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN * E1 0 12 0 0 0 1 48 30 0 * REIN(1) REIN(2) REIN(3) REIN(4) REIN(5) REIN(6) REIN(7) REIN(8) REIN(9) REIN(10) REIN(11) REIN(12) * E3 .036 .036 .039 .039 .042 .042 .045 .045 .051 .051 .054 .054 * E3 .060 .066 .072 .072 .084 .096 .102 .120 .150 .192 .300 1.794 � * E3 0.672 .228 .168 .132 .114 .096 .090 .078 .072 .066 .066 .054 April 30, 2013 Crimson Editor . •acpol00.dat 2 / 34 . * E3 .054 .054 .054 .048 .042 .042 .042 .042 .042 .036 .036 .030 � ________________________________________________________________________________________________________________________________________ � 10-YEAR/24-HOUR DURATION DESIGN STORM EVENT; 5�5 TYPE II FL. MOD. DISTRIB. ; TOTAL PRECIP. = 7.50 inches * RAINFALL VALUES ARE INCREMENTAL PRECIPITATION IN INCHES * KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN � E1 0 12 0 0 0 1 48 30 0 * REIN(1) REIN(2) REIN(3) REIN(4) REIN(5) REIN(6) REIN(7) REIN(8) REIN(9) REIN(10) REIN(11) REIN(12) * E3 .0450 .0450 .0487 .0488 .0525 .0525 .0562 .0563 .0637 .0638 .0675 .0675 * E3 .0750 .0825 .0900 .0900 .1050 .1200 .1275 .1500 .1875 .2400 .3750 2.2425 � E3 .8400 .2850 .2100 .1650 .1425 .1200 .1125 .0975 .0900 .0825 .0825 .0675 * E3 .0675 .0675 .0675 .0600 .0525 .0525 .0525 .0525 .0525 .0450 .0450 .0375 * ______________________________________________________________________________________________________ * 25-YEAR/24-HOUR DURATION DESIGN STORM EVENT; SCS TYPE II FL. MOD. DISTRIB. ; TOTAL PRECIP. = 9.00 inches * RAINFALL VALUES ARE INCREMENTAL PRECIPITATION IN INCHES * KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN * E1 0 12 0 0 0 1 48 30 0 * REIN(1) REIN(2) REIN(3) REIN(4) REIN(5) REIN(6) REIN(7) REIN(8) REIN(9) REIN(10) REIN(11) REIN(12) * E3 .054 .054 .0585 .0585 .063 .063 .0675 .0675 .0765 .0765 .081 .081 * E3 .090 .099 .108 .108 .126 .144 .153 .180 .225 .288 .450 2.691 * E3 1.008 .342 .252 .198 .171 .144 .135 .117 .108 .099 .099 .081 * E3 .081 .081 .081 .072 .063 .063 .063 .063 .063 .054 .054 .045 * _______________________________________ * 50-YEAR/24-HOUR DURATION DESIGN STORM EVENT; SCS TYPE II FL MOD. DISTRIB. ; TOTAL PRECIP. = 10 00 inches * RAINFA�L VALUES ARE INCREMENTAL PRECIPITATION IN INCHES � KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN * E1 0 12 0 0 0 1 48 30 0 * REIN(1) REIN(2) REIN(3) REIN(4) REIN(5) REIN(6) REIN(7) REIN(8) REIN(9) REIN(10) REIN(11) REIN(12) * E3 .060 .060 .065 .065 .070 .070 .075 .075 .085 .085 .090 .090 * E3 .100 .110 .120 .120 .140 .160 .170 .Z00 .250 .320 .500 2.990 � E3 1.120 .380 .280 .220 .190 .160 .150 .130 .120 .110 .110 .100 * E3 .090 .090 .090 .080 .070 .070 .070 .070 .070 .060 .060 .050 * ______________________________________________________________________________________________________ * 100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; SCS TYPE II FL. MOD. DISTRIB. ; TOTAL PRECIP. = 12.00 inches * RAINFALL VALUES ARE INCREMENTAL PRE�IPITATION IN INCHES � KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN E1 0 12 0 0 0 1 48 30 0 * REIN(1) REIN(2) REIN(3) REIN(4) REIN(5) REIN(6) REIN(7) REIN(8) REIN(9) REIN(10) REIN(11) REIN(12) E3 .072 .072 .078 .078 .084 .084 .090 .090 .102 .102 .108 .108 E3 .120 .132 .144 .144 .168 .192 .204 .240 .300 .384 .600 3.588 E3 1.344 .456 .336 .264 .228 .192 .180 .156 .144 .132 .132 .108 E3 .108 .108 .108 .096 .084 .084 .084 .084 .084 .072 .072 .060 � ________________________________________________________________________________________________________________________________________ * 25-YEAR/6-HOUR DURATION DESIGN STORM EVENT; PINELLAS COUNTY STORM DISTRIB. ; TOTAL PRECIP. = 5.50 inches * RAINFALL VALUES ARE INCREMENTAL PRECIPITATION IN INCHES * KTYPE KINC KPRINT KTHIS KTIME KPREP NHISTO THISTO TZRAIN � E1 0 12 0 0 0 1 24 30 0 * REIN(1) REIN(2) REIN(3) REIN(4) REIN(S) REIN(6) REIN(7) REIN(8) REIN(9) REIN(10) REIN(11) REIN(12) � E3 0.40 0.40 1.10 1.10 0.70 0.70 0.25 0.25 0.20 0.20 0.10 0.10 * E3 0 0 0 0 0 0 0 0 0 0 0 0 �` ____________________________________________________________________________________________________ * H1 LINE - SUBASIN HYDROLOGIC DATA * JK NAMEW NGTO WW(1) WAREA WW(3) WSLOPE WW(5) WW(6) WSTOREI WSTOR2 WLMAX WLMIN DECAY * ________________________________________________________________________________________________________________________________ H1 1 20270 20270 6.417E+03 8.841E+01 2.707E+01 4.000E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.236E+00 2.618E-01 8.300E-04 H1 1 20280 20280 2.713E+03 2.182E+01 3.117E+01 5.700E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.456E+00 2.228E-01 8.300E-04 H1 1 202503 20250 1.885E+03 2.092E+01 2.927E+01 9.300E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.098E+00 2.549E-01 8.300E-04 H1 1 20260 20260 2.875E+03 2.315E+01 2.578E+01 8.600E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.657E+00 2.828E-01 8.300E-04 H1 1 202501 20250 1.038E+04 2.037E+02 3.330E+01 5.700E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.617E+00 2.309E-01 8.300E-04 H1 1 20255 20255 2.614E+03 3.003E+01 6.918E+01 3.000E-03 3.SOOE-02 2.500E-01 2.000E-01 2.500E-01 5.359E+00 2.680E-01 8.300E-04 H1 1 202001 20200 2.630E+03 2.534E+01 4.509E+01 1.000E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.290E+00 3.145E-01 8.300E-04 H1 1 20242 20242 2.230E+03 2.556E+01 6.592E+01 4.000E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.088E+00 2.544E-01 8.300E-04 H1 1 20240 20240 1.211E+03 1.394E+01 1.568E+01 5.600E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 April 30, 2013 Crimson Editor acpol00.dat 3 / 34 H1 1 40100 40100 1.022E+04 1.876E+02 4.271E+01 7.500E-03 3.500E-02 2.SOOE-01 2.000E-01 2.500E-01 5.821E+00 2.911E-01 8.300E-04 H1 1 301001 30100 5.636E+03 1.682E+02 3.175E+01 6.100E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.520E+00 2.760E-01 8.300E-04 H1 1 202502 20250 1.051E+03 1.931E+01 1.979E+01 2.900E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 7.314E+00 3.657E-01 8.300E-04 H1 1 20230 20230 1.649E+03 2.646E+01 4.165E+01 2.100E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.147E+00 3.073E-01 8.300E-04 H1 1 30120 30120 1.879E+03 3.454E+01 4.536E+01 6.300E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.937E+00 2.469E-01 8.300E-04 Hl 1 20215 20215 1.949E+03 1.788E+01 6.925E+01 1.750E-02 3.500E-02 2.500E-01 2.000E-01 2.SOOE-01 6.973E+00 3.487E-01 8.300E-04 H1 1 20210 20210 1.074E+03 7.360E+00 3.651E+01 1.000E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 7.831E+00 3.916E-01 8.300E-04 H1 1 20180 20180 2.191E+03 5.035E+01 4.164E+01 1.350E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.799E+00 3.400E-01 8.300E-04 H1 1 50160 50160 1.497E+03 2.751E+01 1.141E+01 1.500E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.824E+00 3.412E-01 8.300E-04 H1 1 20190 20190 1.709E+03 2.546E+01 3.954E+01 2.310E-02 3.500E-02 2.500E-01 2.000E-Ol 2.500E-01 7.664E+00 3.832E-01 8.300E-04 H1 1 50180 50180 2.977E+03 6.147E+01 1.154E+01 1.880E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.763E+00 3.381E-01 8.300E-04 Hl 1 202002 20200 1.205E+03 1.663E+01 3.962E+01 3.170E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.375E+00 3.187E-01 8.300E-04 H1 1 10470 10470 3.950E+03 5.657E+01 2.636E+01 4.000E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.637E+00 2.319E-01 8.300E-04 H1 1 60130 60130 5.072E+03 5.244E+01 4.473E+01 1.140E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 7.413E+00 3.706E-01 8.300E-04 H1 1 50170 50170 3.250E+03 3.734E+01 1.721E+01 2.400E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.526E+00 2.763E-01 8.300E-04 H1 1 10580 10580 3.986E+03 5.492E+01 3.128E+01 6.300E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.961E+00 2.980E-01 8.300E-04 H1 1 30080 30080 3.060E+03 5.158E+01 2.349E+01 9.200E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.140E+00 3.070E-01 8.300E-04 H1 1 10600 10600 1.876E+03 1.959E+01 3.013E+01 6.400E-03 3.500E-02 2.500E-01 2.000E-Ol 2.500E-01 5.384E+00 2.692E-01 8.300E-04 H1 1 10530 10530 6.351E+03 7.290E+01 4.216E+01 6.700E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.711E+00 2.356E-01 8.300E-04 H1 1 20170 20170 3.796E+03 3.052E+01 1.675E+01 4.570E-02 3.500E-02 2.500E-01 2.000E-Ol 2.500E-01 6.313E+00 3.157E-01 8.300E-04 H1 1 20130 20130 2.363E+03 2.170E+01 1.141E+01 1.100E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.446E+00 2.723E-01 8.300E-04 H1 1 40090 40090 5.336E+03 9.801E+01 3.705E+01 1.630E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.488E+00 3.244E-01 8.300E-04 Hl 1 301002 30100 1.080E+03 1.243E+01 1.514E+01 8.000E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.640E+00 2.820E-01 8.300E-04 H1 1 30075 30075 1.269E+03 1.017E+01 3.411E+01 5.700E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.073E+00 3.036E-01 8.300E-04 H1 1 50105 50105 2.919E+03 1.340E+01 1.938E+01 4.200E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.261E+00 2.630E-01 8.300E-04 H1 1 300901 30090 1.980E+03 1.003E+01 2.739E+01 6.000E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 300902 30090 9.490E+02 9.840E+00 2.024E+01 8.400E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 50150 50150 8.590E+02 6.910E+00 2.765E+01 3.140E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 601052 60105 4.366E+03 4.507E+01 5.290E+01 4.400E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.763E+00 2.882E-01 8.300E-04 H1 1 20150 20150 2.195E+03 2.519E+01 2.568E+01 2.000E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.392E+00 3.196E-01 8.300E-04 H1 1 601051 60105 1.281E+03 2.938E+01 6.407E+01 1.400E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.313E+00 3.157E-01 8.300E-04 H1 1 50095 50095 2.178E+03 1.251E+01 3.443E+01 5.800E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.823E+00 2.411E-01 8.300E-04 H1 1 100102 10010 2.641E+03 7.584E+01 2.609E+01 2.320E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.223E+00 3.112E-01 8.300E-04 H1 1 100101 10010 1.051E+04 2.751E+02 4.122E+01 2.150E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.252E+00 3.126E-01 8.300E-04 H1 1 500882 50088 1.141E+03 1.311E+01 2.241E+01 6.000E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.802E+00 2.901E-01 8.300E-04 H1 1 50087 50087 3.995E+03 6.419E+01 1.951E+01 3.620E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.163E+00 3.082E-01 5.300E-04 H1 1 50120 50120 1.176E+03 2.157E+01 2.790E+01 2.030E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.108E+00 3.054E-01 8.300E-04 H1 1 50110 50110 3.480E+02 1.630E+00 4.443E+00 3.500E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 40080 40080 2.450E+03 4.540E+00 3.844E+01 1.250E-02 3.500E-02 2.500E-01 2.00QE-01 2.500E-01 6.443E+00 3.221E-01 8.300E-04 H1 1 10560 10560 3.840E+03 3.314E+01 2.389E+01 7.200E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.303E+00 2.651E-01 8.300E-04 H1 1 60120 60120 1.350E+03 6.160E+00 4.098E+01 1.000E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 20120 20120 3.284E+03 3.767E+01 9.263E+00 1.800E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.320E+00 2.660E-01 8.300E-04 H1 1 10540 10540 2.161E+03 3.718E+01 2.708E+01 1.070E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.764E+00 2.382E-01 8.300E-04 H1 1 60100 60100 4.060E+03 2.332E+01 1.506E+01 1.440E-02 3.500E-02 2.500E-01 2.000E-Ol 2.500E-01 5.079E+00 2.539E-01 8.300E-04 H1 1 40070 40070 3.223E+03 3.702E+01 3.746E+01 6.000E-03 3.500E-02 2.SOOE-01 2.000E-01 2.500E-01 6.232E+00 3.116E-01 8.300E-04 H1 1 60084 60084 3.334E+03 3.754E+01 1.970E+01 1.570E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.714E+00 2.857E-01 8.300E-04 H1 1 30070 30070 1.755E+03 1.411E+01 2.634E+01 5.100E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.473E+00 2.237E-01 8.300E-04 H1 1 40010 40010 3.601E+03 3.722E+01 4.028E+01 8.000E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.344E+00 3.172E-01 8.300E-04 H1 1 201001 20100 1.183E+03 1.632E+01 2.731E+01 6.700E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 5.300E-04 H1 1 30050 30050 2.822E+03 3.237E+01 2.311E+01 4.500E-03 3.500E-02 2.500E-01 2.000E-Ol 2.500E-01 6.249E+00 3.124E-01 8.300E-04 H1 1 20090 20090 3.521E+03 4.846E+01 3.167E+01 1.230E-02 3.500E-02 2.500E-01 2.000E-Ol 2.500E-01 6.033E+00 3.016E-01 8.300E-04 H1 1 40050 40050 3.156E+03 3.259E+01 3.400E+01 5.600E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.153E+00 3.077E-01 8.300E-04 H1 1 201101 20110 2.130E+03 2.199E+01 8.962E+00 7.300E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.670E+00 2.835E-01 8.300E-04 Hl 1 30060 30060 9.910E+02 9.110E+00 2.683E+01 4.800E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.993E+00 2.997E-01 8.300E-04 Hl 1 50085 50085 8.210E+02 6.610E+00 4.540E+00 5.700E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 10549 10549 2.413E+03 3.601E+01 3.709E+01 6.200E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.147E+00 2.573E-01 8.300E-04 H1 1 10430 10430 1.250E+03 1.383E+01 3.550E+01 6.700E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 10440 10440 2.670E+03 2.580E+01 3.868E+01 2.500E-03 3.SOOE-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 10510 10510 1.310E+03 7.250E+00 3.926E+01 3.000E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 10546 10546 8.710E+02 6.420E+00 2.089E+�1 1.250E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 30040 30040 1.263E+03 5.750E+00 2.271E+01 1.300E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-Ol 8.300E-04 � H1 1 10542 10542 1.372E+03 6.270E+00 9.528E+00 1.500E-02 3.SOOE-02 2.500E-01 2.000E-01 2.SOOE-Ol 3.828E+00 1.914E-01 8.300E-04 April 30, 2013 Crimson Editor . , acpol00.dat 4 / 34 w H1 1 20080 20080 1.870E+03 2.793E+01 2.796E+01 5.800E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.778E+00 2.889E-01 8.300E-04 H1 1 201002 20100 1.172E+03 2.689E+01 2.766E+01 5.300E-03 3.SOOE-02 2.500E-01 2.000E-01 2.500E-01 6.353E+00 3.176E-01 8.300E-04 Hl 1 60060 60060 1.446E+03 1.658E+01 8.949E+00 8.000E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.064E+00 3.032E-01 8.300E-04 Hl 1 50068 50068 1.496E+03 1.032E+01 2.947E+01 1.330E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.841E+00 3.421E-01 8.300E-04 H1 1 50069 50069 2.156E+03 3.956E+01 3.842E+01 8.400E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.983E+00 2.492E-01 8.300E-04 H1 1 201102 20110 1.256E+03 1.734E+01 2.809E+01 2.200E-03 3.500E-02 2.SOOE-01 2.000E-01 2.500E-01 5.253E+00 2.626E-01 8.300E-04 H1 1 50060 50060 1.241E+03 1.715E+01 7.037E+00 S.00OE-03 3.500E-02 2.500E-01 2.000E-Ol 2.500E-01 6.175E+00 3.087E-01 8.300E-04 H1 1 10500 10500 2.570E+03 1.767E+01 4.527E+01 1.670E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.019E+00 3.O10E-01 8.300E-04 H1 1 50066 50066 7.940E+02 8.190E+00 2.671E+01 1.330E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 7.319E+00 3.660E-01 8.300E-04 H1 1 60080 60080 2.585E+03 1.335E+01 7.884E+00 1.330E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.999E+00 2.999E-01 8.300E-04 H1 1 10490 10490 1.551E+03 1.776E+01 4.127E+01 8.000E-03 3.500E-02 2.500E-01 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2.000E-01 2.500E-01 6.347E+00 3.173E-01 8.300E-04 Hl 1 102322 10232 2.054E+03 4.479E+01 4.144E+01 1.150E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.523E+00 2.762E-01 8.300E-04 H1 1 80110 80110 2.076E+03 1.431E+01 4.491E+01 S.00OE-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.641E+00 2.820E-01 8.300E-04 H1 1 70030 70030 3.122E+03 4.304E+01 3.035E+01 2.500E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.301E+00 2.651E-01 8.300E-04 H1 1 80120 80120 4.204E+03 1.303E+02 4.447E+01 8.200E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.646E+00 3.323E-01 8.300E-04 Hl 1 80130 80130 1.688E+03 1.548E+01 3.526E+01 S.00OE-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 80140 80140 1.736E+03 5.182E+01 3.560E+01 4.600E-03 3.500E-02 2.500E-01 2.000E-Ol 2.500E-01 7.455E+00 3.727E-01 8.300E-04 H1 1 80150 80150 1.145E+03 9.160E+00 2.840E+01 5.700E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 7.566E+00 3.783E-01 8.300E-04 H1 1 80160 80160 2.387E+03 1.373E+01 4.200E+01 3.600E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 7.934E+00 3.967E-01 8.300E-04 H1 1 50140 50140 4.144E+03 3.329E+01 1.335E+01 8.400E-03 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.053E+00 3.026E-01 8.300E-04 H1 1 501001 50100 2.152E+03 2.473E+01 1.017E+01 1.200E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.626E+00 2.813E-01 8.300E-04 H1 1 501002 50100 7.840E+02 2.710E+00 4.056E+01 1.000E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.096E+00 2.048E-01 8.300E-04 H1 1 500881 50088 1.234E+03 1.705E+01 1.837E+01 4.330E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.163E+00 3.082E-01 8.300E-04 H1 1 500621 50062 2.381E+03 8.220E+00 3.955E+01 1.000E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 500622 50062 1.472E+03 1.686E+01 2.779E+01 1.800E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.594E+00 2.797E-01 8.300E-04 Hl 1 90020 90020 4.274E+03 8.337E+01 3.518E+01 3.850E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.030E+00 2.515E-01 8.300E-04 H1 1 90050 90050 1.805E+03 2.890E+00 4.809E+01 4.090E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.145E+00 3.072E-01 8.300E-04 H1 1 10270 10270 1.232E+03 9.880E+00 8.910E+00 1.430E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 80075 80075 6.534E+03 1.500E+01 7.486E+01 S.00OE-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.088E+00 3.044E-01 8.300E-04 H1 1 80030 80030 2.559E+03 4.710E+00 3.568E+00 1.000E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 4.516E+00 2.258E-01 8.300E-04 H1 1 80040 80040 8.170E+02 1.510E+00 4.110E+01 1.000E-02 3.SOOE-02 2.SOOE-01 2.000E-01 2.SOOE-01 6.000E+00 3.000E-01 8.300E-04 H1 1 80060 80060 6.350E+02 5.080E+00 4.259E+01 1.140E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.000E+00 3.000E-01 8.300E-04 H1 1 102321 10232 4.062E+03 1.199E+02 4.681E+01 1.330E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 6.305E+00 3.152E-01 8.300E-04 H1 1 80070 80070 3.128E+03 3.592E+01 2.377E+01 1.200E-02 3.500E-02 2.500E-01 2.000E-01 2.500E-01 5.745E+00 2.872E-01 8.300E-04 * _________________________________________________________________________________________________________________________________________ * M1 CARD * NPRNT INTERV M1 1 15 * ____________________________________________________________________________ * M2 CARD * NDET STARTP STOPPR M2 1 0 O * ____________________________________________________________________________ * M3 CARD * IPRNT. .. � M3 10010 April 30, 2013 Crimson Editor . acpol00.dat 6 / 34 ` y� ____________________________ ________________________________________________ * SWMM EXTRAN BLOCK i� ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- $EXTRAN * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- A1 'ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350)' �` A1 '2-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS� * A1 'S-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' �` A1 '10-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' * A1 '25-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' �` A1 'S0-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' A1 '100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' * A1 '25-YEAR/6-HOUR DURATION COUNTY DESIGN STORM EVENT; EXISTING 2003 CONDITIONS' * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * OPTIONAL SOLUTION TECHNIQUES: * ISOL = 0 --> EXPLICIT EXTRAN SOLUTION �` ISOL = 1 --> SEMI-IMPLICIT SOLUTION * ISOL = 2 --> ITERATIVE EXTRAN SOLUTION '* ISOL KSUPER BO 0 0 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * JELEV JDOWN BB 1 0 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * NTCYC DELT TZERO NSTART INTER JNTER REDO B1 172800 0.5 0 0 14400 1800 0 * B1 86400 0.5 0 0 14400 1800 0 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * METRIC NEQUAL AMEN ITMAX SURTOL 62 0 1 25 50 .O1 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * NHPRT NQPRT NPLT LPLT NJSW e3 30 30 3 3 0 '� ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * JPRT(1) JPRT(2) . . . . . . . g4 10130 10200 10360 10010 10480 20030 20100 30075 40030 50050 60070 70010 80040 90020 10204 10530 20250 40090 40100 60105 80075 90020 10150 10190 10510 10505 10500 10499 10490 10480 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CPRT(1) CPRT(2) . . . . . . . a5 101301 10200 10360 10020 10420 10530 103511 20030 20160 202451 30010 30070 400101 400801 50010 50060 60010 60090 70010 80010 80080 90040 10510 105051 105052 105001 10499 10490 104801 104802 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * JPLT(1) JPLT(2) . . . . . . . 66 10010 10020 50010 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- �` CPRT(1) CPRT(2) . . . . . . . 67 10000 10020 50010 � -------------------------------------------------------------------------------------------------------------- * -------------------------------------------------------------------------------------------------------------- '�` C1 CARD IS CONDUIT AND JUNCTION DATA * NCOND NJUNC(1) NJUNC(2) QO NKLA55 AFULL DEEP WIDE LEN ZP(1) ZP(2) "n'� STHET SPHI � * -------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- *------------------------------------------------------------------------------- * CHANNEL A �`------------------------------------------------------------------------------- C1 10000 10000 99999 0 6 0 10.0 80 500 -2.0 -4.0 0.025 3 3 *OUTFALL CHANNEL TO OLD TAMPA BAY @ BAYSHORE BLVD C1 10020 10020 10010 0 8 0 0 0 800 2.5 2.2 0 10020 0.00038 C1 10024 10024 10020 0 1 0 2.5 0 282 7.5 5.0 0.0163 0 0 *MCMULLEN BOOTH RD POND N0. April 30, 2013 Crimson Editor acpol00.dat 7 / 34 5 OUTFALL (eq. pipe) C1 10030 10030 10020 0 8 0 0 0 900 0.7 2.5 0 10030 0.00010 C1 10040 10040 10030 0 6 0 14 12 145 0.8 0.7 0.035 3 3 �MCMULLEN BOOTH RD BRIDGE C1 10050 10050 10040 0 8 0 0 0 450 3.0 0.8 0 10050 0.00489 C1 10060 10060 10050 0 8 0 0 0 500 3.4 3.0 0 10060 0.00080 C1 100621 10062 10060 0 1 0 2 0 100 34.0 27.3 0.0210 0 0 *CLEARWATER MARKETPLACE POND OUTFALL (eq. pipe) C1 10070 10070 10060 0 8 0 0 0 800 2.7 3.4 0 10070 0.00010 C1 10080 10080 10070 0 8 0 0 0 620 5.8 2.7 0 10080 0.00500 C1 100901 10090 10080 0 2 0 8.4 21.5 100 5.9 5.8 0.0478 0 0 *GLEN OAK AVE. BRIDGE C1 100902 10090 10080 0 6 0 4 100 100 16.6 16.5 0.020 100 100 �ROAD OVERTOP C1 10100 10100 10090 0 8 0 0 0 480 6.2 5.9 0 10100 0.00083 C1 101101 10110 10100 0 2 0 8 28 100 6.3 6.2 0.0485 0 0 *KaPOK MHP FOOTBRIDGE C1 101102 10110 10100 0 6 0 6 100 100 15.4 15.3 0.020 100 100 *BRIDGE OVERTOP C1 101121 10112 10110 0 1 0 1.5 0 100 7.3 6.3 0.0174 0 0 *KAPOK WETLAND OUTLET (eq. P�pe) C1 101122 10112 10110 0 6 0 6 100 100 15.3 15.2 0.020 100 100 *ROAD OVERTOP C1 10120 10120 10110 0 8 0 0 0 700 6.8 6.3 0 10120 0.00086 C1 101301 10130 10120 0 2 0 10.7 27 100 6.9 6.8 0.0559 0 0 *3rd ST. BRIDGE C1 101302 10130 10120 0 6 0 4 100 100 17.0 16.9 0.020 100 100 *ROAD OVERTOP C1 10140 10140 10130 0 8 0 0 0 540 8.5 6.9 0 10140 0.00019 *MODIFIED U/5 I.E. PER 2002 SURVEY C1 10150 10150 10140 0 8 0 0 0 200 13.9 13.5 0 10150 0.00200 *CLIFF STEPHENS WEIR OVERBANK C1 10160 10160 10150 0 8 0 0 0 850 3.0 3.0 0 10160 0.00010 C1 10170 10170 10160 0 8 0 0 0 1110 3.0 3.0 0 10170 0.00010 C1 101801 10180 10170 0 2 0 8 50 100 7.0 6.9 0.0525 0 0 *FAIRWOOD AVE. BRIDGE C1 101802 10180 10170 0 6 0 6 100 100 16.5 16.4 0.020 100 100 *ROAD OVERTOP C1 10190 10190 10180 0 8 0 0 0 650 7.7 7.0 0 10190 0.00108 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CLIFF STEPHENS PARK SEDIMENTATION BASIN DESIGN (CONSTRUCTED 2002) * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- C1 10195 10195 10192 0 2 0 5 10 50 7.5 7.0 0.0470 0 0 *DIVERSION INTO SEDIMENTATION POND * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- C1 10200 10200 10195 0 8 0 0 0 860 9.3 7.5 0 10200 0.00186 C1 102041 10204 10200 0 6 0 15 6 400 13.5 9.3 0.070 3 4 *MOCCASIN LAKE OUTFALL @ RAILROAD W.TRESTLE Cl 102042 10204 20030 0 6 0 8 4 900 18.0 14.7 0.070 1.5 1.5 *MOCCASIN LAKE OUTFALL DITCH ALONG N. SIDE RAILROAD TO E. TRESTLE C1 10210 10210 10200 0 8 0 0 0 580 9.5 9.3 0 10210 0.00034 C1 10220 10220 10210 0 8 0 0 0 760 10.9 9.5 0 10220 0.00645 C1 102301 10230 10220 0 2 0 9 10 180 16.0 15.0 0.0328 0 0 *u.5. HwY 19 (eq. pipe) C1 102302 10230 10220 0 2 0 9 10 180 16.0 15.0 0.0328 0 0 *u.s. HwY 19 (eq. pipe) C1 102303 10230 10220 0 2 0 9 10 180 16.0 15.0 0.0328 0 0 *u.s. Hwv 19 (eq. pipe) C1 102304 10230 10220 0 2 0 9 10 180 16.0 15.0 0.0328 0 0 *U.S. �wv 19 (eq. pipe) C1 10233 10233 10232 0 1 0 4 0 755 18.0 16.1 0.0154 0 0 *CLEARWATER COLLECTION CENTER POND NO. 1 OUTFALL (eq. pipe) C1 10240 10240 10230 0 8 0 0 0 800 15.9 15.8 0 10240 0.00012 C1 102451 10245 10240 0 8 0 0 0 100 16.1 15.9 0 10245 0.00200 *WASTE TRANSFER STA. POND OUTLET DITCH C1 102452 10245 10210 0 1 0 2.5 0 300 16.1 14.4 0.0258 0 0 *WASTE TRANSFER STA. POND OUTLET Cl 102453 10245 10210 0 6 0 6 10 250 22.7 22.4 0.030 20 10 *OVERBANK FLOW ALONG 5. SIDE RR ROW UNDER U.S. HWY 19 C1 10250 10250 10240 0 8 0 0 0 830 16.1 15.9 0 10250 0.00024 C1 102601 10260 10250 0 1 0 6 0 100 17.9 17.8 0.0282 0 0 *WASTE TRANSFER STA. ENTRANCE RD. (eq. pipe) C1 102602 10260 10250 0 1 0 6 0 100 17.9 17.8 0.0282 0 0 *WASTE TRANSFER STA. ENTRANCE RD. (eq. pipe) C1 102603 10260 10250 0 6 0 4 100 100 24.2 24.1 0.020 100 100 �ROAD OVERTOP r C1 102604 10260 90010 0 6 0 8 20 470 19.0 18.5 0.070 100 100 *INTERCONNECTION CHANNEL April 30, 2013 Crimson Editor • acpol00.dat 8 / 34 `- C1 10270 10270 10260 0 8 0 0 0 480 16.6 16.4 0 10270 0.00146 C1 102801 10280 10270 0 2 0 3 6 100 18.9 18.8 0.0242 0 0 *OLD COACHMAN RD BRIDGE (eq. pipe) C1 102802 10280 10270 0 2 0 3 6 100 18.9 18.8 0.0242 0 0 *OLD COACHMAN RD BRIDGE (eq. C1 p102803 10280 10270 0 2 0 5.5 16 100 16.7 16.6 0.0376 0 0 *OLD COACHMAN RD BRIDGE (eq. p�Pe) Cl 102804 10280 1027� 0 6 0 E 200 100 24.5 24.4 0.020 200 20� �`ROAD OVERTOP C1 10290 10290 10280 0 8 0 0 0 660 18.2 16.7 0 10290 0.00152 C1 10300 10300 10290 0 8 0 0 0 630 18.7 18.2 0 10300 0.00079 C1 10310 10310 10300 0 8 0 0 0 690 19.4 18.7 0 10310 0.00101 C1 103201 10320 10310 0 2 0 7.3 24 100 19.5 19.4 0.0463 0 0 *NE COACHMAN RD BRIDGE Cl 103202 10320 10310 0 6 0 5 200 100 28.2 28.1 0.020 100 100 *ROAD OVERTOP C1 10330 10330 10320 0 8 0 0 0 710 20.6 19.5 0 10330 0.00169 C1 103401 10340 10330 0 2 0 13.5 11 150 20.7 20.6 0.0393 0 0 �`RAILROAD BRIDGE SPAN (eq. C1 p103402 10340 10330 0 2 0 13.5 11 150 20.7 20.6 0.0393 0 0 *RAILROAD BRIDGE SPAN (eq. p�Pe) C1 103403 10340 10330 0 2 0 5 11 150 29.2 29.1 0.0393 0 0 *RAILROAD BRIDGE SPAN (eq. p�pe) Cl 103404 10340 10330 0 2 0 5 11 150 29.2 29.1 0.0393 0 0 *RAILROAD BRIDGE SPAN (eq. p�Pe) C1 103405 10340 10330 0 2 0 5 11 150 29.2 29.1 0.0393 0 0 *RAILROAD BRIDGE SPAN (eq. C1 p103406 10340 10330 0 2 0 5 11 150 29.2 29.1 0.0393 0 0 *RAILROAD BRIDGE SPAN (eq. pipe) C1 103407 10340 10330 0 6 0 4 100 100 35.0 34.9 0.020 100 100 *RR OVERTOP C1 10350 10350 10340 0 8 0 0 0 440 23.5 20.7 0 10350 0.00659 Cl 103511 10351 10350 0 4 29.5 4.83 7.58 1243 35.3 32.3 0.0146 0 0 *LONG CENTER STORM SEWER ( eq. pipe) C1 103512 10351 10350 0 6 0 4 40 1243 44.5 39.0 0.015 1 1 *ROADWAY CHANNEL C1 103521 10352 10351 0 1 0 5 0 308 40.2 35.3 0.0179 0 0 *BELCHER/RANGE RD STORM SEWER (eq. pipe) C1 103522 10352 10351 0 6 0 4 100 100 50.0 49.9 0.020 100 100 *ROAD OVERTOP C1 103531 10353 10352 0 1 0 4.5 0 1450 48.2 40.2 0.0140 0 0 *rtaNGE RD STORM SEwER (eq. Pipe) C1 103532 10353 10352 0 6 0 4 30 1450 61.0 50.0 0.015 1 1 *ROADwAY CHANNEL C1 103541 10354 10353 0 1 0 4.5 0 1300 54.3 50.3 0.0141 0 0 *RANGE RD STORM SEWER(eq. PiPe) Cl 103542 10354 10492 0 6 0 4 90 1100 66.5 60.8 0.015 1 1 *ROADWAY CHANNEL To a0492 cl 103551 10355 10354 0 1 0 4.5 0 702 56.8 54.3 0.0150 0 0 *HERCULES avE STORM SEWER ( eq. pipe) C1 103552 10355 10354 0 6 0 4 60 702 67.0 66.5 0.015 1 1 *ROADWAY CHANNE� C1 103561 10356 10355 0 1 0 4.5 0 1000 59.3 56.8 0.0145 0 0 *HERCULES AVE STORM SEWER( eq. pipe) C1 103562 10356 10355 0 6 0 4 60 1000 68.4 67.0 0.015 1 1 *ROADWAY CHANNEL C1 103571 10357 10356 0 1 0 4 0 754 61.4 59.3 0.0147 0 O *HERCULES avE STORM SEWER( eq. pipe) C1 103572 10357 10356 0 6 0 4 60 754 69.0 68.4 0.015 1 1 *ROADWAY CHANNEL C1 103581 10358 10357 0 1 0 1.5 0 1170 67.0 63.9 0.0133 0 0 *TERRACE LAKE OUTFALL (eq. pipe) C1 103582 10358 10357 0 6 0 4 30 1170 70.2 69.0 0.015 1 1 *ROADWAY CHANNEL C1 103591 10359 10358 0 4 1.6 1.08 1.83 100 67.7 67.0 0.0139 0 0 *HERCULES/PALMETTO WETLAND OUTFALL (eq. pipe) C1 103592 10359 10358 0 6 0 4 100 100 69.0 68.9 0.020 100 100 *OVERBANK FLOW C1 10360 10360 10350 0 8 0 0 0 380 26.0 23.5 0 10360 0.00658 *USGS STREAMFLOW GAGING STA. C1 10370 10370 10360 0 8 0 0 0 570 29.7 26.0 0 10370 0.00649 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CHANNEL A IMPROVEMENTS DESIGN (CONSTRUCTED 2002) * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CHANNEL A IMPROVEMENTS; SALVATION ARMY GABION CHANNEL LINING C1 10380 10380 10370 0 8 0 0 0 610 32.0 29.7 0 10380 0.00377 April 30, 2013 Crimson Editor acpol00.dat 9 / 34 C1 103851 10385 10380 0 2 0 7 20 100 32.1 32.0 0.0437 0 0 *SALVATION ARMY ENTRANCE RD. BRIDGE (eq. pipe) C1 103852 10385 10380 0 6 0 4 100 100 41.0 40.9 0.020 100 100 *ROAD OVERTOP C1 10390 10390 10385 0 8 0 0 0 315 34.0 32.1 0 10390 0.00647 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- C1 104001 10400 10390 0 2 0 5 9 100 34.9 34.2 0.0326 0 0 *BELCHER RD (eq, pipe) C1 104002 10400 10390 0 2 0 5 9 100 34.9 34.2 0.0326 0 0 *BELCHER RD (eq. pipe) C1 104003 10400 10390 0 6 0 4 100 100 43.8 43.7 0.020 100 100 �ROAD OVERTOP C1 104101 10410 10400 0 4 46.1 6 9 100 35.8 35.5 0.0388 0 0 *FIRE STA. ENTRANCE RD.(eq. pipe) C1 104102 10410 10400 0 4 46.1 6 9 100 35.8 35.5 0.0388 0 0 *FIRE STA. ENTRANCE RD.(eq. pipe) C1 104103 10410 10400 0 6 0 4 100 100 42.8 42.7 0.020 100 100 *ROAD OVERTOP C1 10420 10420 10410 0 8 0 0 0 370 37.5 35.8 0 10420 0.00459 C1 10430 10430 10420 0 8 0 0 0 1130 41.0 37.5 0 10430 0.00310 C1 104401 10440 10430 0 4 33.0 5.33 7.67 100 41.3 41.0 0.0376 0 O �SUNSHINE DR. (eq. pipe) C1 104402 10440 10430 0 6 0 4 100 100 48.1 48.0 0.020 100 100 *ROAD OVERTOP C1 10450 10450 10440 0 8 0 0 0 840 41.9 41.3 0 10450 0.00071 C1 104601 10460 10450 0 4 20.5 3.75 6.67 100 42.0 41.9 0.0293 0 0 *ACCE55 RD. (eq. pipe) C1 104602 10460 10450 0 4 20.5 3.75 6.67 100 42.0 41.9 0.0293 0 0 �ACCESS a�. (eq. pipe) C1 104603 10460 10450 0 6 0 4 100 100 49.5 49.4 0.020 100 100 *ROAD OVERTOP C1 10470 10470 10460 0 8 0 0 0 410 42.1 42.0 0 10470 0.00024 C1 104801 10480 10470 0 2 0 7 10 100 42.3 42.1 0.0372 0 0 *HERCU�ES AVE. (eq. pipe) C1 104802 10480 10470 0 6 0 4 100 100 52.3 52.2 0.020 100 100 *ROAD OVERTOP C1 10490 10490 10480 0 8 0 0 0 340 42.9 42.3 0 10490 0.00176 C1 104921 10492 10490 0 1 0 5 0 620 47.9 43.4 0.0255 0 0 *RAILROAD STORM SEWER (eq. pipe) C1 104922 10492 10490 0 6 0 4 100 100 60.8 60.7 0.020 100 100 *RAILROAD OVERTOP C1 104941 10494 10492 0 1 0 4 0 1150 59.9 47.9 0.0246 0 0 *OVERLEA ST. STORM SEWER ( eq. pipe) C1 104942 10494 10354 0 6 0 4 25 850 68.5 66.5 0.020 1 1 *ROADWAY CHANNEL TO A0354 C1 104961 10496 10494 0 1 0 4 0 675 61.7 60.1 0.0250 0 0 *OVER�EA ST. STORM SEWER ( eq. pipe) C1 104962 10496 10492 0 6 0 4 50 950 67.5 65.0 0.020 1 1 *ROADWAY CHANNEL To A0492 **** 100LF OF NATURAL CHANNEL 10500 REMAINS C1 10499 10499 10490 0 8 0 0 0 100 42.9 42.9 0 10499 0.00023 **** REPLACE 330LF OF NATURAL CHANNEL 10500 WITH BOX CULVERTS **** NCOND NJUNC(1) NJUNC(2) QO NKLA55 AFULL DEEP WIDE LEN ZP(1) ZP(2) "n�� STHET SPHI C1 105001 10500 10499 0 2 0 10 12 330 42.1 42.1 0.0238 0 0 *NEW a0x CULVERT (eq. pipe) C1 105002 10500 10499 0 2 0 10 12 330 42.1 42.1 0.0238 0 0 *NEw BoX CU�vERT (eq. pipe) �C1 105003 10500 10499 0 6 0 4 1 330 50.9 50.9 0.020 100 100 *ROAD OVERTOP rt*** NEW ACCESS RD CULVERTS AND ROAD OVERTOP �C1 105051 10505 10500 0 1 0 4 0 100 43.0 42.9 0.0242 0 0 TMACCESS Ro eq. pipe) �C1 105052 10505 10500 0 1 0 4 0 100 43.0 42.9 0.0242 0 0 *ACCE55 RD eq. pipe) *C1 105053 10505 10500 0 6 0 4 100 100 51.0 50.9 0.020 100 100 *ROAD OVERTOP C1 105051 10505 10500 0 2 0 10 12 100 42.2 42.1 0.0269 0 0 *NEW ACCESS RD BOX CULVERT Ceq. P�Pe) C1 105052 10505 10500 0 2 0 10 12 100 42.2 42.1 0.0269 0 0 *NEW ACCESS RD BOX CULVERT Ceq. p�pe) *C1 105053 10505 10500 0 6 0 4 1 100 51.0 50.9 0.020 100 100 *ROAD OVERTOP C1 10510 10510 10505 0 8 0 0 0 450 43.0 43.0 0 10510 0.00010 C1 105201 10520 10510 0 2 0 5 9 100 43.0 42.3 0.0291 0 0 *CALUMET ST. (eq. pipe) C1 105202 10520 10510 0 6 0 4 100 100 51.0 50.9 0.020 100 100 *ROAD OVERTOP C1 10525 10525 10520 0 8 0 0 0 170 43.0 43.0 0 10525 0.00010 C1 10530 10530 10525 0 1 0 4 0 100 43.2 43.0 0.0215 0 0 *CHANNEL A POND OUTFALL (eq. p�Pe) C1 105401 10540 10530 0 2 0 4 9 100 45.7 44.7 0.0315 0 0 *LAKE ANTIETAM OUTFALL (eq. PiPe) C1 105402 10540 10530 0 2 0 4 9 100 45.7 44.7 0.0315 0 0 *LAKE ANTIETAM OUTFALL (eq. pipe) C1 105403 10540 10530 0 6 0 4 100 100 51.3 51.2 0.020 100 100 *BANK OVERTOP � C1 105421 10542 10540 0 4 7.4 2.5 3.5 100 45.9 45.7 0.0170 0 0 *BRAXTON BRAGG LN (eq. pipe) April 30, 2013 Crimson Editor . � acpol00.dat 10 / 34 � C1 105422 10542 10540 0 6 0 4 100 100 49.5 49.4 0.020 100 100 *ROAD OVERTOP C1 10544 10544 10542 0 6 0 7 4 630 52.8 45.9 0.040 3 3 C1 105461 10546 10544 0 4 7.4 2.5 3.5 100 53.0 52.8 0.0170 0 0 *KENESAW LN (eq. pipe) C1 105462 10546 10544 0 6 0 4 100 100 56.0 55.9 0.020 100 100 �ROAD OVERTOP C1 10547 10547 10546 0 6 0 5 4 400 54.0 53.0 0.050 2.5 2.5 C1 105481 10548 10547 0 1 0 2.5 0 100 55.0 54.0 0.0204 0 0 �KEENE RD (eq. pipe) C1 105482 10548 10547 0 6 0 4 100 100 59.4 59.3 0.020 100 100 *ROAD OVERTOP C1 10549 10549 10548 0 6 0 5 4 120 57.2 55.0 0.060 2 2 *SUNSET LAKE oUTLET Cl 10550 10550 1054� 0 1 0 4 0 100 44.7 43.9 0.0240 0 0 *CHANNEL A CONTROL STRUCTURE CeQ• piPe) Cl 10555 10555 10540 0 6 0 4 100 100 51.2 51.1 0.020 100 100 *BANK OVERTOP Cl 10560 10560 10555 0 8 0 0 0 620 46.5 46.5 0 10560 0.00010 C1 10570 10570 10560 0 8 0 0 0 700 46.5 46.5 0 10570 0.00010 C1 105801 10580 10570 0 1 0 3.5 0 100 47.6 46.5 0.0221 0 0 *SUNSET PT RD (eq. pipe) Cl 105802 10580 10570 0 1 0 3.5 0 100 47.6 46.5 0.0221 0 0 *SUNSET PT RD(eq. pipe) Cl 105803 10580 10570 0 6 0 4 100 100 54.1 54.0 0.020 100 100 *ROAD OVERTOP C1 10590 10590 10580 0 8 0 0 0 200 50.0 49.0 0 10590 0.00500 Cl 106001 10600 10590 0 1 0 3 0 100 50.5 50.0 0.0267 0 0 *PINEBROOK APTS RD (eq. pipe ) C1 106002 10600 10590 0 6 0 4 100 100 54.0 53.9 0.020 100 100 *ROAD OvERTOP �------------------------------------------------------------------------------- * CHANNEL B *------------------------------------------------------------------------------- Cl 200051 20005 10180 0 4 8.7 2.58 4.17 100 10.25 8.48 0.0215 0 0 *CLIFF STEPHENS PARK RD (eq. pipe) C1 200052 20005 10180 0 6 0 8 100 100 15.5 15.4 0.020 100 100 *ROAD OvERTOP C1 20007 20007 20005 0 8 0 0 0 240 11.5 10.25 0 20007 0.00521 C1 200101 20010 20007 0 2 0 7.5 10 100 12.3 11.5 0.0376 0 0 *RAILROAD BRIDGE SPAN C1 200102 20010 20007 0 2 0 6.5 10 100 13.3 12.5 0.0376 0 0 *RAILROAD BRIDGE SPAN Cl 2�0103 20010 20007 0 2 0 6.5 10 100 13.3 12.5 0.0376 0 0 *RAILROAD BRIDGE SPAN C1 200104 20010 20007 0 6 0 4 100 100 23.4 23.3 0.020 100 100 *RR OVERTOP C1 20030 20030 20010 0 8 0 0 0 930 14.7 12.3 0 20030 0.00452 Cl 20045 20045 20030 0 8 0 0 0 1000 24.0 14.7 0 20045 0.00919 Cl 20053 20053 20050 0 6 0 6 4 1350 46.0 26.0 0.035 1 1 *LAKE PATRICIA OUTFALL DITCH Cl 200551 20055 20053 0 4 1.8 1.17 1.92 510 50.7 46.0 0.0150 0 0 *LAKE PATRICIA OUTFALL C1 200552 20055 20053 0 6 0 4 20 350 52.5 49.0 0.050 SO 50 *OVERBANK CHANNE� * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- �` CHANNEL B IMPROVEMENTS DESIGN (CONSTRUCTED 2001) '� ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CHANNEL B IMPROVEMENTS C1 20060 20060 20050 0 8 0 0 0 680 27.9 25.7 0 20060 0.0041 C1 20065 20065 20060 0 8 0 0 0 480 30.5 27.9 0 20065 0.0042 C1 20070 20070 20065 0 8 0 0 0 225 36.4 30.5 0 20070 0.026 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CHANNEL B IMPROVEMENTS DESIGN (PINELLAS COUNTY CONSTRUCTED 2001) � ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- C1 200801 20080 20070 0 2 0 5 4 100 36.5 35.0 0.0266 0 0 *COACHMAN RD (eq. pipe)(actual d/s i.e. 36.4) C1 200802 20080 20070 0 2 0 5 4 100 36.5 35.0 0.0266 0 O *COACHMAN RD (eq. pipe)(actual d/s i .e. 36.4) Cl 200803 20080 20070 0 6 0 4 100 100 49.5 49.4 0.020 100 100 *ROAD OVERTOP C1 200851 20085 20080 0 2 0 5 8 927 42.1 38.4 0.0155 0 O *NEW 5'x8'BC (eq. pipe) Cl 200852 20085 20080 0 6 0 6 10 927 48.7 46.3 0.030 4 4 "�BC OVERTOP SWALE C1 20090 20090 20085 0 8 0 0 0 458 45.9 42.1 0 20090 0.00585 * ____________________________________________________________________________ C1 201001 20100 20090 0 4 24.0 4.75 6.33 100 46.1 45.9 0.0306 0 0 *EVANS DR (eq. pipe) Cl 201002 20100 20090 0 6 0 4 100 100 54.5 54.4 0.020 100 100 �ROAD OVERTOP C1 20110 20110 20100 0 8 0 0 0 1160 48.4 46.1 0 20110 0.00198 C1 20120 20120 20110 0 8 0 0 0 830 48.3 48.4 0 20120 0.00010 C1 20130 20130 20120 0 8 0 0 0 470 49.6 48.3 0 20130 0.00277 C1 20140 20140 20130 0 8 0 0 0 560 52.3 49.6 0 20140 0.00482 April 30, 2013 Crimson Editor acpol00.dat 11 / 34 C1 201501 20150 20140 0 1 0 4 0 100 52.6 52.3 0.0215 0 0 *SOUTH oR (eq. pipe) C1 201502 20150 20140 0 1 0 4 0 100 52.6 52.3 0.0215 0 0 *SOUTH DR (eq. pipe) C1 201503 20150 20140 0 6 0 4 100 100 58.3 58.2 0.020 100 100 *ROAD ovERTOP C1 20160 20160 20150 0 8 0 0 0 470 53.4 52.6 0 20160 0.00170 C1 201701 20170 20160 0 2 0 4 6 100 53.8 53.4 0.0254 0 0 *SUNSET PT DR (eq. pipe) C1 201702 20170 20160 0 6 0 4 100 100 62.2 62.1 0.020 100 100 �ROAD OVERTOP �1 20180 20180 20170 0 8 0 0 0 680 54.5 53.8 0 20180 0.00103 C1 20190 20190 20180 0 8 0 0 0 770 61.0 54.5 0 20190 0.00844 C1 20200 20200 20190 0 8 0 0 0 650 67.3 61.0 0 20200 0.00969 C1 202101 20210 20200 0 1 0 2.5 0 100 68.8 67.3 0.0190 0 0 *ACCE55 RD (eq. pipe) C1 202102 20210 20200 0 1 0 2.5 0 100 68.8 67.3 0.0190 0 0 *ACCE55 RD (eq. pipe) C1 202103 20210 20200 0 6 0 4 100 100 73.3 73.2 0.020 100 100 �ROAD OVERTOP C1 202151 20215 20210 0 1 0 2 0 100 73.5 70.3 0.0173 0 0 �KEN MARK FORD POND OUTFALL ( eq. pipe) C1 20220 20220 20210 0 8 0 0 0 740 80.5 68.8 0 20220 0.01580 C1 202301 20230 20220 0 4 7.4 2.42 3.75 100 81.3 80.5 0.0208 0 0 �MCCORMICK �R (eq. pipe) C1 202302 20230 20220 0 4 7.4 2.42 3.75 100 81.3 80.5 0.0208 0 0 *MCCORMICK DR (eq. pipe) C1 202303 20230 20220 0 6 0 4 100 100 86.5 86.4 0.020 100 100 *ROAD OVERTOP C1 20240 20240 20230 0 8 0 0 0 540 82.8 81.3 0 20240 0.00278 C1 20242 20242 20240 0 1 0 2 0 100 84.6 83.8 0.0173 0 0 �WETLAND OUTFALL (eq. pi 2) C1 202451 20245 20240 0 1 0 2 0 100 82.5 82.8 0.0205 0 O *LAKE SHORE DR (eq. pipe� C1 202452 20245 20240 0 6 0 4 100 100 87.6 87.5 0.020 100 100 *ROAD OVERTOP C1 202601 20260 20250 0 4 7.4 2.42 3.75 187 81.8 81.4 0.0186 0 O �ENTERPRISE R� (eq. pipe) C1 202602 20260 20250 0 6 0 4 100 100 88.0 87.9 0.020 100 100 *ROAD OVERTOP C1 20262 20262 20260 0 8 0 0 0 465 84.0 81.8 0 20262 0.00473 C1 202701 20270 20262 0 1 0 1.25 0 228 84.8 84.0 0.0147 0 0 *WINDING WOOD CONDO POND OUTFALL (eq. pipe) C1 202702 20270 20262 0 6 0 4 100 100 87.5 87.4 0.020 100 100 *OVERBANK FLOW C1 202801 20280 20270 0 1 0 1.5 0 1140 92.5 86.0 0.0135 0 0 *WINDING WOOD CONDO WETLAND OUTFALL (eq. pipe) C1 202802 20280 20270 0 6 0 4 100 100 95.5 95.4 0.020 100 100 *OVERBANK FLOW *------------------------------------------------------------------------------- rt CHANNEL C �------------------------------------------------------------------------------- C1 30010 30010 10370 0 8 0 0 0 920 35.0 30.8 0 30010 0.00793 C1 300201 30020 30010 0 4 16.6 3.58 5.67 100 38.4 38.1 0.0224 0 0 *S. LAGOON CIRCLE DR (eq. pipe C1 )300202 30020 30010 0 4 16.6 3.58 5.67 100 38.4 38.1 0.0224 0 0 *5. LAGOON CIRCLE DR (eq. pipe C1 )300203 30020 30010 0 4 16.6 3.58 5.67 100 38.4 38.1 0.0224 0 O *S. LAGOON CIRCLE DR (eq. pipe C1 )300204 30020 30010 0 6 0 4 100 100 45.3 45.2 0.020 100 100 *ROAD OVERTOP C1 30030 30030 30020 0 8 0 0 0 500 40.9 38.4 0 30030 0.00500 *N. LAGOON CIRCLE OUTFALL C1 300401 30040 30030 0 1 0 5 0 360 41.55 40.9 0.0190 0 0 *CHANNEL C STORM SEWER (eq. C1 p300402 30040 30030 0 1 0 5 0 360 41.55 40.9 0.0190 0 0 *CHANNEL C STORM SEWER (eq. PiPe) C1 300403 30040 30030 0 8 0 0 0 360 48.7 47.0 0 300403 0.00472 *OVERFLOW SWALE C1 300501 30050 30040 0 2 0 6 8 900 45.88 41.55 0.0157 0 0 *CHANNEL C STORM SEwER (eq. p�pe) C1 300502 30050 30040 0 6 0 4 200 100 55.0 54.9 0.020 200 200 *OLD COACHMAN RD OVERTOP C1 300601 30060 30050 0 2 0 4 7 480 48.44 46.94 0.0164 0 0 *CHANNEL C STORM SEWER (eq. p�pe) Cl 300602 30060 30050 0 8 0 0 0 480 53.8 52.1 0 300602 0.00354 �OVERFLOW SWALE C1 30070 30070 30060 0 2 0 4 7 680 51.1 48.44 0.0155 0 0 *CHANNEL C STORM SEWER (eq. P�Pe) C1 30075 30075 30060 0 8 0 0 0 680 56.3 53.8 0 300702 0.00368 *OVERFLOW SWALE C1 30080 30080 30075 0 8 0 0 0 440 53.7 53.25 0 30080 0.00102 C1 300901 30090 30080 0 2 0 5 8 130 54.1 53.7 0.0296 0 O *SUNSET PT RD. (eq. pipe) C1 300902 30090 30080 0 6 0 5 100 130 63.5 63.4 0.020 100 100 *ROAD OVERTOP C1 300903 30090 40090 0 6 0 5 50 1500 62.5 60.0 0.020 50 100 *OVERFLOW TO BECKETT LAKE DOWN � SUNSET PT. RD. April 30, Z013 Crimson Editor e acpol00.dat 12 / 34 � cl 301001 30100 30090 0 2 0 5 8 1280 57.7 54.1 0.0147 0 0 *CHANNEL C STORM SEWER @ TOP OF THE WORLD (eq. pipe) C1 301002 30100 30090 0 8 0 0 0 1280 64.5 61.0 0 301002 0.00273 �OVERFLOW SWALE C1 301201 30120 30100 0 1 0 1.25 0 1200 80.1 60.0 0.0243 0 0 *FP&L POND OUTFALL C1 301202 30120 30100 0 6 0 4 100 100 83.0 82.9 0.020 100 100 *BANK OVERTOP *------------------------------------------------------------------------------- �` CHANNEL D *------------------------------------------------------------------------------- C1 400101 40010 10390 0 1 0 4 0 1270 42.7 34.2 0.0145 0 0 *BELCHER RD STORM SEWER (eq. Pipe) C1 400102 40010 10390 0 6 0 4 30 1270 51.0 44.5 0.015 1 1 �ROADwAY OVERFLOW C1 400301 40030 40010 0 1 0 3.5 0 150 43.5 43.2 0.0214 0 O *BELCHER RD (eq. pipe) C1 400302 40030 10400 0 6 0 4 30 1270 51.5 45.0 0.015 1 1 *ROADWAY OVERFLOW C1 40040 40040 40030 0 8 0 0 0 260 46.0 45.0 0 40040 0.00962 C1 40050 40050 40040 0 8 0 0 0 290 46.7 46.0 0 40050 0.00241 C1 400601 40060 40050 0 4 7.4 2.42 3.75 100 47.2 46.7 0.0213 0 0 *SUNNYDALE B�VD (eq. pipe) C1 400602 40060 40050 0 4 7.4 2.42 3.75 100 47.2 46.7 0.0213 0 O *SUNNYDALE BLV� (eq. pipe) Cl 400603 40060 40050 0 6 0 4 100 100 52.2 52.1 0.020 100 100 *ROAD OvERTOP C1 40070 40070 40060 0 8 0 0 0 320 48.16 47.2 0 40070 0.00300 C1 400801 40080 40070 0 1 0 3.5 0 635 49.67 48.16 0.0254 0 0 *SUNSET PT RD STORM SEwER OUTFALL (eq. pipe) C1 400802 40080 40070 0 6 0 4 20 635 57.0 55.0 0.035 1 1 *OVERFLOW CHANNEL C1 400901 40090 40080 0 1 0 2.5 0 176 52.8 50.84 0.0181 0 O *BECKETT LAKE oUTFA�� (eq. PiPe) C1 400902 40090 40080 0 6 0 4 100 100 58.2 58.1 0.020 100 100 *ROAD OVERTOP C1 401001 40100 40090 0 1 0 1.5 0 350 58.2 52.1 0.0145 0 0 �*HARBOR �AKE OuTFAL� (eq. pipe ) C1 401002 40100 40090 0 6 0 4 100 100 62.3 62.2 0.020 100 100 *ROAD OVERTOP *------------------------------------------------------------------------------- * CHANNEL E �`------------------------------------------------------------------------------- C1 50010 50010 10010 0 8 0 0 0 660 3.2 2.2 0 50010 0.00152 C1 500151 50015 50010 0 1 0 5 0 100 3.8 3.2 0.0295 0 0 *SAFETY HARBOR CITY PARK RD ( eq. pipe) C1 500152 50015 50010 0 6 0 4 100 100 11.7 11.6 0.020 100 100 *ROAD OvERTOP C1 50020 50020 50015 0 8 0 0 0 150 4.55 3.8 0 50020 0.00500 Cl 500301 50030 50020 0 1 0 5 0 100 4.41 4.55 0.0304 0 0 *RAILROAD (eq. pipe) C1 500302 50030 50020 0 6 0 4 500 100 17.9 17.8 0.020 200 200 �`RR OVERTOP C1 50035 50035 50030 0 8 0 0 0 470 6.7 4.41 0 50035 0.00323 C1 500401 50040 50035 0 1 0 5 0 500 9.7 7.2 0.0267 0 0 *INDUSTRIAL SITE CULVERT (eq. pipe) C1 500402 50040 50035 0 6 0 4 200 100 17.0 16.9 0.020 100 100 *OVERBANK FLOW C1 500501 50050 50040 0 2 0 4 7 100 12.12 11.95 0.0282 0 0 *Srt 590 (eq. pipe) C1 500502 50050 50040 0 6 0 4 600 100 18.0 17.9 0.020 100 100 *ROAD OvERTOP Cl 50060 50060 50050 0 8 0 0 0 640 12.4 12.12 0 50060 0.00043 C1 500621 50062 50060 0 2 0 3 8 203 17.2 16.2 0.0213 0 0 *MCMULLEN BOOTH RD (eq. pipe) C1 500622 50062 50060 0 6 0 4 100 100 22.5 22.4 0.020 100 100 *ROAD OvERTOP C1 50064 50064 50062 0 6 0 6 6 700 31.0 17.2 0.050 2 2 C1 500661 50066 50064 0 1 0 3.5 0 100 31.2 31.0 0.0244 0 0 �SALLS LAKE OUTFALL C1 500662 50066 50064 0 6 0 4 100 100 41.5 41.4 0.020 100 100 *ROAD OvERTOP C1 500681 50068 50066 0 1 0 3 0 340 38.8 35.6 0.0165 0 0 *SALLS LAKE OUTFALL C1 500682 50068 50066 0 6 0 4 100 100 46.0 45.9 0.020 100 100 *ROAD OVERTOP C1 500691 50069 50068 0 1 0 2 0 330 45.6 41.1 0.0152 0 0 *SA��S LAKE OUTFALL C1 500692 50069 50068 0 6 0 4 100 100 50.6 50.5 0.020 100 100 *OVERBANK FLOW C1 50070 50070 50060 0 8 0 0 0 350 13.4 12.4 0 50070 0.00457 C1 500801 50080 50070 0 1 0 3.5 0 100 13.5 13.4 0.0220 0 O *DRIVEWAY (eq. pipe) C1 500802 50080 50070 0 6 0 4 100 100 17.9 17.8 0.020 100 100 *ROAD OVERTOP C1 50085 50085 50080 0 8 0 0 0 795 15.5 14.0 0 50085 0.00189 C1 50088 50088 50085 0 8 0 0 0 250 16.2 15.5 0 50088 0.00280 C1 500891 50089 50088 0 2 0 4 8 100 16.37 16.35 0.0290 0 0 *HARBOR PLaCE �R (eq. pipe) I C1 500892 50089 50088 0 6 0 4 400 100 22.7 22.6 0.020 100 100 *ROAD OVERTOP ; C1 50090 50090 50089 0 8 0 0 0 355 16.5 16.37 0 50090 0.00010 ' ,april 30, 2013 Crimson Editor acpol00.dat 13 / 34 C1 50094 50094 50090 0 1 0 3 0 100 16.6 16.5 0.0130 0 0 *HARBOR PLACE WETLAND OUTFALL C1 501001 50100 50090 0 2 0 3 6 212 17.5 16.5 0.0178 0 O *MCMULLEN BOOTH RD (eq. pipe) C1 501002 50100 50090 0 2 0 3 6 212 17.5 16.5 0.0178 0 O *MCMULLEN BOOTH RD (eq. pipe) C1 501003 50100 50090 0 6 0 4 100 100 22.9 22.8 0.020 100 100 *ROAD OVERTOP C1 50110 50110 50100 0 8 0 0 0 350 18.9 17.5 0 50110 0.00400 C1 501201 50120 50110 0 1 0 4 0 100 19.1 18.9 0.0273 0 0 *SUNSET PT RD STORM SEWER (eq. pipe) C1 501202 50120 50110 0 1 0 4 0 100 19.1 18.9 0.0273 0 0 *SUNSET PT RD STORM SEWER (eq. Pipe) C1 501203 50120 50110 0 6 0 4 100 100 24.5 24.4 0.020 100 100 �ROAD OVERTOP C1 501301 50130 50120 0 1 0 3.5 0 360 20.2 19.1 0.0264 0 0 *SUNSET PT RD STORM SEWER (eq. pipe) C1 501302 50130 50120 0 1 0 3.5 0 360 20.2 19.1 0.0264 0 0 *SUNSET PT RD STORM SEWER (eq. PiPe) C1 501303 50130 50120 0 6 0 4 100 100 29.0 28.9 0.020 100 100 *ROAD OvERTOP C1 501401 50140 50130 0 1 0 3.5 0 480 21.0 20.2 0.0258 0 0 �SUNSET PT RD STORM SEWER (eq. Pipe) C1 501402 50140 50130 0 1 0 3.5 0 480 21.0 20.2 0.0258 0 0 *SUNSET PT RD STORM SEWER (eq. pipe) C1 501403 50140 50130 0 6 0 4 100 100 30.0 29.9 0.020 100 100 *ROAD OvERTOP C1 501501 50150 50140 0 1 0 3 0 100 25.2 24.4 0.0221 0 O *SUNSET PT RD (eq. pipe) C1 501502 50150 50140 0 1 0 3 0 100 25.2 24.4 0.0221 0 0 �SUNSET PT RD (eq. pipe) C1 501503 50150 50140 0 6 0 4 100 100 31.8 31.7 0.020 100 100 *ROAD OVERTOP C1 501601 50160 50150 0 1 0 4 0 530 28.5 25.2 0.0260 0 0 *SUNSET PT RD STORM SEWER (eq. pipe) Cl 501602 50160 50150 0 6 0 4 100 100 33.5 33.4 0.020 100 100 *ROAD OVERTOP C1 501701 50170 50160 0 1 0 3 0 100 31.3 30.5 0.0205 0 0 *AaBEY �AKE R� (eq. pipe) C1 501702 50170 50160 0 6 0 4 100 100 35.0 34.9 0.020 100 100 *ROAD OVERTOP C1 50175 50175 50170 0 6 0 6 6 770 40.0 31.3 0.050 2 2 *ABBEY LAKE OUTFALL DITCH C1 501801 50180 50175 0 1 0 1.5 0 100 42.4 42.0 0.0132 0 0 *ABBEY LAKE OUTFALL (eq. pipe) C1 501802 50180 50175 0 6 0 4 100 100 44.3 44.2 0.020 100 100 *OVERBANK FLOW *------------------------------------------------------------------------------- * CHANNEL F *------------------------------------------------------------------------------- C1 60010 60010 10360 0 8 0 0 0 300 32.3 26.5 0 60010 0.01933 C1 600201 60020 60010 0 2 0 4 6 100 32.89 32.59 0.0273 0 0 *OLD COACHMAN RD (eq. pipe) C1 600202 60020 60010 0 6 0 4 100 100 39.8 39.7 0.020 100 100 *ROAD OVERTOP C1 60030 60030 60020 0 8 0 0 0 940 39.32 32.89 0 60030 0.00684 C1 600351 60035 60030 0 1 0 4 0 100 39.46 39.32 0.0238 0 O *PRIVATE RD (eq. pipe) C1 600352 60035 60030 0 6 0 4 100 100 47.5 47.4 0.020 100 100 *ROAD OVERTOP C1 60040 60040 60035 0 8 0 0 0 110 41.84 39.46 0 60040 0.02160 Cl 600501 60050 60040 0 1 0 3.5 0 100 41.43 41.84 0.0227 0 0 *WETHERINGTON RD (eq. pipe) C1 600502 60050 60040 0 1 0 3.5 0 100 41.43 41.84 0.0227 0 0 *WETHERINGTON R� (eq. pipe) Cl 600503 60050 60040 0 6 0 4 100 100 49.2 49.1 0.020 100 100 *ROAD OVERTOP C1 60060 60060 60050 0 8 0 0 0 820 45.97 41.43 0 60060 0.00554 C1 600701 60070 60060 0 1 0 3.5 0 100 45.92 45.97 0.0220 0 0 *CAMPBELL RD (eq. pipe) C1 600702 60070 60060 0 6 0 4 100 100 52.0 51.9 0.020 100 100 *ROAD OVERTOP C1 60080 60080 60070 0 8 0 0 0 580 47.0 45.92 0 60080 0.00186 C1 60082 60082 60080 0 6 0 6 4 350 53.5 50.0 0.050 2 2 *COACHMAN LAKES OUTFALL DITCH C1 600841 60084 60082 0 4 3.3 1.58 2.5 100 53.7 53.5 0.0166 0 O *MCCAULEY RD (eq. pipe) C1 600842 60084 60082 0 4 3.3 1.58 2.5 100 53.7 53.5 0.0166 0 O *MCCAULEY RD (eq. p�pe) C1 600843 60084 60082 0 6 0 4 100 100 56.5 56.4 0.020 100 100 *ROAD OVERTOP C1 60090 60090 60080 0 8 0 0 0 330 47.7 47.0 0 60090 0.00212 Cl 600921 60092 60090 0 1 0 4.5 0 100 49.08 49.28 0.0266 0 0 *BEVILLE RD (eq. pipe) C1 600922 60092 60090 0 6 0 4 100 100 54.0 53.9 0.020 100 100 *ROAD OVERTOP C1 60100 60100 60092 0 8 0 0 0 420 49.5 49.08 0 60100 0.00338 C1 60105 60105 90070 0 1 0 3 0 670 50.0 49.2 0.0149 0 0 *CAMERON LAKE APT COMPLEX POND OUTFALL (eq. pipe) C1 60110 60110 60100 0 6 0 6 8 400 52.75 49.5 0.080 2 2 *SUNSET PT RD POND OUTFALL DITCH C1 60115 60115 60110 0 1 0 1.5 0 100 54.0 52.75 0.0160 0 0 �SUNSET PT RD SOUTH POND � OUTFALL April 30, 2013 Crimson Editor . e acpol00.dat 14 / 34 � C1 601301 60130 60120 0 1 0 4 0 999 68.0 61.0 0.0149 0 0 "SUNSET PT RD STORM SEWER ( eq. pipe) Cl 601302 60130 30090 0 6 0 4 50 2300 -72.0 63.5 0.020 100 100 *ROADWAY CHANNEL TO CHANNEL C *------------------------------------------------------------------------------- * CNANNEL G *------------------------------------------------------------------------------- C1 70010 70010 10195 0 8 0 0 0 1130 12.5 8.3 0 70010 0.00442 C1 70020 70020 70010 0 8 0 0 0 660 13.9 12.5 0 70020 0.00212 C1 70030 70030 70020 0 8 0 0 0 630 15.3 13.9 0 70030 0.00222 *DREW 5T Cl 70012 70012 70010 0 8 0 0 0 650 14.0 12.5 0 70012 0.00231 C1 700141 70014 70012 0 1 0 2 0 270 16.1 14.0 0.0157 0 0 *RETENTION POND OUTFALL (eq. pipe) Cl 700142 70014 70012 0 6 0 4 100 100 20.0 19.9 0.020 100 100 *OVERBANK FLOW *------------------------------------------------------------------------------- " CHANNEL H *------------------------------------------------------------------------------- C1 80010 80010 10270 0 8 0 0 0 350 17.2 16.6 0 80010 0.00057 C1 800121 80012 80010 0 4 8.7 2.58 4.17 100 17.85 17.2 0.0307 0 0 �OLD COACHMAN RD (eq. pipe) C1 800122 80012 80010 0 4 8.7 2.58 4.17 100 17.85 17.2 0.0307 0 0 *o�D CoaCHM,aN RD (eq. pipe) C1 800123 80012 80010 0 6 0 4 100 100 23.5 23.4 0.020 100 100 *ROAD OVERTOP C1 800201 80020 80010 0 4 12.9 3.17 5.00 100 18.66 17.2 0.0248 0 0 *CARPENTER FIELD PARKING ENTRANCE (eq. pipe) C1 800202 80020 80010 0 4 12.9 3.17 5.00 100 18.66 17.2 0.0248 0 0 *CARPENTER FIELD PARKING ENTRANCE (eq. pipe) C1 800203 80020 80010 0 4 12.9 3.17 5.00 100 18.66 17.2 0.0248 0 0 �`CARPENTER FIELD PARKING ENTRANCE (eq. pipe) C1 800204 80020 80010 0 6 0 4 100 100 23.0 22.9 0.020 100 100 *ROAD OVERTOP C1 80030 80030 80020 0 8 0 0 0 300 17.5 17.4 0 80030 0.00033 C1 800401 80040 80030 0 1 0 4.5 0 100 17.9 17.5 0.0308 0 O *OLD CoACHMAN RD (eq. pipe) C1 800402 80040 80030 0 1 0 4.5 0 100 17.9 17.5 0.0308 0 0 *OLD COACHMAN RD (eq. pipe) C1 800403 80040 80030 0 6 0 4 100 100 23.5 23.4 0.020 100 100 *ROAD OVERTOP C1 800404 80040 80012 0 8 0 0 0 400 21.0 17.85 0 800404 0.00788 *OLD COACHMAN RD ROADSIDE DITCH C1 80060 80060 80050 0 8 0 0 0 560 18.5 18.5 0 80060 0.00010 C1 800701 80070 80060 0 8 0 0 0 320 18.5 18.5 0 800701 0.00010 C1 800702 80070 80075 0 6 0 10 12 100 18.5 18.4 0.015 2 2 *DIVERSION TO CHANNEL H TREATMENT POND C1 80080 80080 80070 0 8 0 0 0 800 23.83 18.5 0 80080 0.00666 Cl 800901 80090 80080 0 4 8.7 2.58 4.17 100 24.3 23.83 0.0245 0 0 *SHARKEY RD (eq. pipe) Cl 800902 80090 80080 0 4 8.7 2.58 4.17 100 24.3 23.83 0.0245 0 O *SHARKEY RD (eq. pipe) C1 800903 80090 80080 0 6 0 4 100 100 28.5 28.4 0.020 80 80 *ROAD OVERTOP Cl 80105 80105 80100 0 8 0 0 0 300 27.0 25.0 0 80105 0.00547 C1 801081 80108 80105 0 1 0 1.25 0 120 31.4 28.5 0.0161 0 0 *DETENTION POND (eq. pipe) C1 801082 80108 80105 0 6 0 4 100 100 35.0 34.9 0.020 100 100 *OVERBANK FLOW C1 80110 80110 80105 0 8 0 0 0 670 35.07 27.0 0 80110 0.01040 C1 801201 80120 80110 0 1 0 4.5 0 100 35.1 35.07 0.0278 0 0 '�DREW ST (eq. pipe) Cl 801202 80120 80110 0 1 0 4.5 0 100 35.1 35.07 0.0278 0 0 �DREw ST (eq. pipe) C1 801203 80120 80110 0 6 0 4 100 100 48.7 48.6 0.020 100 100 *ROAD OVERTOP C1 801301 80130 80120 0 1 0 4 0 680 47.49 39.5 0.0157 0 0 '*STORM SEWER (eq. pipe) Cl 801302 80130 80120 0 6 0 4 5 680 52.6 47.5 0.050 50 50 *OVERFLOw CHANNE� C1 801401 80140 80130 0 1 0 4 0 670 51.16 47.49 0.0157 0 0 *STORM SEwER (eq. pipe) C1 801402 80140 80130 0 6 0 4 5 670 59.4 53.1 0.050 50 50 *OVERFLOW CHANNEL C1 801501 80150 80140 0 1 0 1.5 0 350 56.0 53.52 0.0145 0 0 *STORM SEwER (eq. pipe) C1 801502 80150 80140 0 6 0 4 100 100 61.0 60.9 0.020 100 100 *ROAD OVERTOP C1 80160 80160 80150 0 1 0 1 0 190 57.8 56.0 0.0146 0 0 *NASH ST POND OUTFALL (eq. p�pe) *------------------------------------------------------------------------------- �` CHANNEL ] *------------------------------------------------------------------------------- C1 90010 90010 10245 0 6 0 10 8 700 16.8 16.1 0.060 4 4 *DITCH ON SouTH SIDE oF RAILROAD C1 900201 90020 90010 0 1 0 2.5 0 100 16.9 16.8 0.0144 0 0 *BOrtROw PIT OUTFALL @ Apr�l 30, 2013 Crimson Editor acpol00.dat 15 / 34 RAILROAD (eq. pipe) C1 900202 90020 90010 0 6 0 2 100 100 25.0 24.9 0.020 100 100 *RR OVERTOP C1 900203 90020 10204 0 6 0 6 10 300 _ 23.4 23.3 0.030 20 10 *OVERBANK ALONG RAILROAD NORTH SIDE UNDER U.S HWY 19 TO MOCCASIN LAKE C1 90040 90040 90020 0 6 0 10 6 850 24.0 16.9 0.070 1 1 C1 900501 90050 90040 0 1 0 3 0 160 36.0 24.0 0.0248 0 O *STORM SEWER (eq. pipe) Cl 900502 90050 90040 0 1 0 3 0 160 36.0 24.0 0.0248 0 0 �STORM SEWER (eq. pipe) C1 900503 90050 90040 0 6 0 4 20 160 40.0 28.0 0.050 10 10 �OVERFLOW CHANNEL Cl 90060 90060 90050 0 6 0 6 6 580 49.0 36.0 0.070 1 1 C1 900651 90065 90060 0 1 0 3 0 950 49.4 49.0 0.0144 0 0 *WALMART POND OUTFALL (eq. PiPe) C1 900652 90065 90060 0 1 0 3 0 950 49.4 49.0 0.0144 0 0 *WALMART POND OUTFALL (eq. piPe) C1 900653 90065 90060 0 6 0 4 50 100 54.0 53.9 0.020 10 10 �POND OVERBANK *------------------------------------------------------------------------------- * DUMMY CONDUITS (TO PROVIDE CONNECTIONS AT JUNCTION INVERT ELEVATIONS) *------------------------------------------------------------------------------- C1 10010 10010 10000 0 2 0 12 0.05 100 -1.9 -2.0 0.100 0 0 C1 10025 10025 10024 0 2 0 4 0.05 100 10.5 9.5 0.100 0 0 C1 100622 10062 10060 0 2 0 7 0.05 100 32.5 20.0 0.100 0 0 C1 10206 10206 10204 0 2 0 7 0.05 100 15.0 13.8 0.100 0 0 C1 10234 10234 10233 0 2 0 6 0.05 100 22.5 21.5 0.100 0 0 C1 202152 20215 20210 0 2 0 4 0.05 100 73.0 70.3 0.100 0 0 C1 20255 20255 20250 0 2 0 3 0.05 100 85.5 83.5 0.100 0 0 C1 50087 50087 50085 0 2 0 4 0.05 100 18.7 15.5 0.100 0 0 C1 50095 50095 50090 0 2 0 4 0.05 100 18.7 16.5 0.100 0 0 C1 50105 50105 50100 0 2 0 3 0.05 100 20.0 17.5 0.100 0 0 C1 700143 70014 70012 0 2 0 5 0.05 100 15.5 14.0 0.100 0 0 � ______________________________________________________________________________________________________________ * - - ---------------------------- * C2, C3, AND C4 CARDS ARE FOR IRREGULAR CHANNEL DATA � C2=XNL XNR XNCH * C3=5ECN0 NUMST STCHL STCHR XLOBL XLOBR LEN PXSECR PSXECE * C4=EL(1) STA(1) EL(2) STA(2) EL(3) STA(3) EL(4) STA(4) E�(5) STA(5) � * -------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- �------------------------------------------------------------------------------- * CHANNEL A *------------------------------------------------------------------------------- C2 0.10 0.10 0.06 *CRO55-SECTION #36 C3 10020 10 129 175 0 0 800 0 0 C4 15.0 -300 10.6 -140 7.2 0 6.5 51 5.3 97 C4 6.7 129 2.2 138 3.8 162 10.5 175 14.0 425 � C2 0.10 0.10 0.06 *CROSS-SECTION #35 C3 10030 10 57 104 0 0 900 0 0 C4 17.0 -50 11.7 0 6.2 57 4.8 60 2.5 65 C4 2.5 95 4.5 101 8.2 104 11.9 129 14.0 180 � C2 0.10 0.10 0.06 *CROSS-SECTION #34 C3 10050 8 60 96 0 0 450 0 0 C4 17.3 0 15 15 6.8 60 3.4 65 4.1 89 C4 8 96 13.9 140 21.5 195 � C2 0.10 0.10 0.06 *CRO55-SECTION #34 C3 10060 8 60 96 0 0 500 0 0 C4 17.3 0 15 15 6.8 60 3.4 65 4.1 89 C4 8 96 13.9 140 21.5 195 � C2 0.10 0.10 0.06 *CROSS-SE�TION #33 (MODIF.) C3 10070 16 146 196 0 0 800 0 0 r C4 24.1 -7 20.1 51 21.1 87 18.2 118 13.5 146 April 30, 2013 Crimson Editor . acpol00.dat 16 / 34 A C4 6.5 160 4.4 161 2.7 168 3.8 175 5.7 177 C4 6.3 192 7.2 196 9.8 221 10.8 246 17.9 261 C4 22.5 306 � C2 0.10 0.10 0.06 '�CRO55-SECTION #33 (MODIF.) C3 10080 16 146 196 0 0 620 0 0 C4 24.1 -7 20.1 51 21.1 87 18.2 118 13.5 146 C4 6.5 160 4.4 161 2.7 168 3.8 ll5 5.7 177 C4 6.3 192 7.2 196 9.8 221 10.8 246 17.9 261 C4 22.5 306 * C2 0.10 0.10 0.03 �CRO55-SECTION #32 C3 10100 12 92 155 0 0 480 0 0 C4 19.5 -76 17.7 0 17.1 52 15.4 92 5.4 114 C4 5.8 133 15.8 155 15.9 158 16.1 180 16.2 228 C4 18.7 278 21.5 306 � C2 0.10 0.10 0.03 �`COUNTY MP CROSS-SECTION 3722 (MODIF.) C3 10120 17 982 1032 0 0 700 0 0 C4 18.0 770 16.8 940 15.6 982 14.7 987 11.9 989 C4 9.6 993 7.4 999 6.9 999.5 6.9 1011.5 7.4 1012 C4 9.6 1017 11.9 1021 14.7 1024 16.9 1032 17.0 1055 C4 17.5 1180 20.0 1670 � C2 0.10 0.10 0.04 *CROSS-SECTION #29 (MODIFIED I.E. PER 200Z SURVEY) C3 10140 10 54 143 0 0 540 0 0 C4 19.41 0 19 54 8.5 87 8.5 102 18.2 143 C4 17.6 193 18.3 248 19 303 19.4 345 21.0 400 -� C2 0.10 0.10 0.05 '�CLIFF STEPHENS PARK WEIR C3 10150 5 -220 50 0 0 200 0 0 C4 23.0 -220 21.0 -200 19.0 -50 13.9 0 22.0 50 � C2 0.10 0.10 0.03 *CROSS-SECTION #28 C3 10160 10 42 191 0 0 850 0 0 C4 24.0 -60 22.35 -35 20.9 0 9.8 42 4.5 99 C4 3.0 131 9.4 191 12.1 198 11.9 206 27 245 � C2 0.10 0.10 0.03 C3 10170 9 -22 42 0 0 1110 0 0 *PARK PLANS XSECT C4 24 -52 19.5 -52 9.5 -22 6.5 -4 3.0 0 C4 3.0 20 6.5 24 9.5 42 25 88 * C2 0.10 0.10 0.03 *CRO55-SECTION #26 C3 10190 12 107 145 0 0 650 0 0 C4 23 -65 17 -50 16.5 0 16.8 49 15.9 84 C4 10.2 107 7.7 127 10.3 145 17.4 181 17.9 240 C4 18.6 295 23 295 � C2 0.10 0.10 0.07 *COUNTY MP CROSS-SECTION 7321 (MODIF.) C3 10200 16 252 300 0 0 860 0 0 C4 24.5 0 21.5 100 19.4 210 16.6 252 12.9 263 C4 10.5 268.5 10.3 269 9.3 270 9.3 283 10.3 284 C4 10.5 284.5 12.9 290 16.6 300 20.5 308 21.0 800 C4 24.5 800 � C2 0.10 0.10 0.07 *COUNTY MP CRO55-SECTION 7321 (MODIF.) C3 10210 16 252 300 0 0 580 0 0 C4 24.5 0 21.5 100 19.4 210 16.6 252 12.9 263 C4 10.5 268.5 10.3 269 9.5 270 9.5 283 10.3 284 C4 10.5 284.5 12.9 290 16.6 300 20.5 308 21.0 800 C4 24.5 800 April 30, 2013 Crimson Editor acpol00.dat 17 / 34 * C2 0.10 0.10 0.07 *CRO55-SECTION #41 (MODIF.) C3 10220 9 57 104 0 0 760 0 0 C4 35.3 0 19.6 37 17.9 57 10.9 72 10.9 81 C4 21.1 104 21.24 152 21.5 600 28 600 � C2 0.10 0.10 0.07 *CROSS-SECTION #16 C3 10240 11 24 60 0 0 800 0 0 C4 33.8 -16 25.9 0 18.8 24 16.4 31 15.8 54 C4 19.5 60 20 91 21.4 183 22.4 283 24.2 320 C4 26 320 * C2 0.10 0.10 0.07 C3 10245 8 S8 96 O 0 100 O 0 �WASTE TRANSFER STA. OUTFALL DITCH C4 27.0 0 18.0 8 17.8 88 16.1 91 16.1 93 C4 17.8 96 18.0 104 27.0 112 � C2 0.10 0.10 0.07 *KING SURVEY CRO55-SECTION #1 C3 10250 13 47 70 0 0 830 0 0 C4 28 -40 22 -30 20.7 0 20.2 47 16.4 54 C4 15.6 60 16.9 68 19.9 70 18.1 75 23.1 83 C4 24.2 133 24.5 550 28 550 � C2 0.10 0.10 0.07 *KING SURVEY CRO55-SECTION #2 C3 10270 15 38 65 0 0 480 0 0 C4 29 -420 26 -420 24 -410 20 -400 20.5 -200 G4 21.6 0 20.2 38 18 45 16.6 53 18.7 59 C4 22.5 65 22.7 114 23.3 400 27 800 29 800 � C2 0.10 0.10 0.06 C3 10290 14 0 50 0 0 660 0 0 *KING SURVEY CROSS-SECTION #3 C4 29 -600 26 -600 26 -400 23 -200 22.5 0 C4 18.5 15 18.0 18 18.4 23 20 26 20 39 C4 23.8 50 22.9 103 27 120 29 120 * C2 0.10 0.10 0.06 C3 10300 15 52 85 0 0 630 0 0 *KING SURVEY CROSS-SECTION #4 C4 30 -450 27 -450 25 -350 24 -150 23.5 0 C4 23.4 52 21.7 63 18.6 69 18.3 74 18.8 79 C4 23.3 85 24 133 25 350 27 440 30 500 * C2 0.10 0.10 0.06 C3 10310 12 60 81 0 0 690 0 0 *KING SURVEY CROSS-SECTION #5 C4 32 -800 27.5 -600 25.9 0 24.4 60 20.5 64 C4 19.4 70 19.9 73 23.9 81 25.8 100 26.5 115 C4 28 315 32 365 * C2 0.10 0.10 0.07 C3 10330 12 24 54 0 0 710 0 0 *KING SURVEY CROSS-SECTION #6 C4 34 -350 28 -250 27.7 0 27.3 24 20.6 32 C4 20.6 40 20.9 47 26.5 54 26.7 59 29 159 C4 30 359 34 459 * C2 0.10 0.10 0.07 C3 10350 10 45 88 0 0 440 0 0 *KING SURVEY CRO55-SECTION #7 C4 39 -300 31.2 0 30.5 45 23.1 55 22.1 62 C4 23 65 26.1 69 27 73 36.8 88 38.1 95 � C2 0.10 0.10 0.07 *KING SURVEY CRO55-SECTION #8 C3 10360 18 66 100 0 0 380 0 0 C4 40 -380 36 -250 32.8 0 32.2 66 28.3 70 � C4 27.6 74 27.2 74.5 26.5 75 26 75.5 26 91.5 april 30, 2013 Crimson Editor acpol00.dat 18 / 34 � C4 26.5 92 27.2 92.5 27.6 93 28.3 96 32.1 100 C4 34.7 112 36 125 40 275 * C2 0.10 0.10 0.06 C3 10370 13 45 85 0 0 570 0 0 *KING SURVEY CROSS-SECTION #9 C4 44 -350 40 -250 36.4 45 30.5 57 28.9 60 C4 26.4 74 27.7 78 29.7 79 35 85 36 110 C4 39.75 121 41.7 135 43.44 160 * � � ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- � CHANNEL A IMPROVEMENTS DESIGN (CONSTRUCTED 2002) * ---------------------------------------------------------------------------- ------------------------------------------- --------------------------- * CHANNE� A IMPROVEMENTS; SALVATION ARMY GABION CHANNEL LINING C2 0.10 0.10 0.035 *2-GABION W/GABION MAT X-SECTION (94+54.80) C3 10380 18 62.5 97.5 0 0 610 0 0 C4 44.5 -200 40.2 0 39.93 14 40.6 62.5 36.30 70.5 C4 36.2 73.5 33.3 73.6 33.2 74.5 31.8 74.6 31.8 86.6 C4 33.3 86.7 33.4 87.5 36.3 87.6 36.4 90.5 40.0 97.5 C4 40.2 113 41.6 165 42.5 365 � C2 0.10 0.10 0.035 �2-GABION W/GABION MAT X-SECTION (99+02.49) C3 10390 17 46.0 89.5 0 0 315 0 0 C4 44.5 -200 42.2 0 41.9 46.0 38.3 63.5 38.2 66.5 C4 35.2 66.6 35.1 67.5 33.7 67.6 33.7 79.6 35.2 79.7 C4 35.3 80.5 38.2 80.6 38.3 83.5 41.2 89.5 41.0 105 C4 41.7 155 42.7 355 * * ---------------------------------------------------------------------------- * ------------- --------------------------------------------------------- C2 0.10 0.10 0.05 �CRO55-SECTION #6 C3 10420 10 5 40 0 0 370 0 0 C4 50 -340 45.7 5 36.7 23 36.5 29 44.1 40 C4 44.13 63 43.49 82 43.5 121 45.82 142 50 592 * C2 0.10 0.10 0.05 *COUNTY MP CRO55-SECTION 17925 C3 10430 11 985 1015 0 0 1130 0 0 C4 51 900 48 976 47.7 985 40.2 999 40.6 1000 C4 40.8 1004 49 1015 47.5 1045 49 1250 47 1440 C4 50 1670 ri C2 0.10 0.10 0.05 *CROSS-SECTION #46 C3 10450 10 82 121 0 0 840 0 0 C4 52 -350 51 -300 49.57 0 48.7 82 42 97 C4 42 106 50.55 121 50.8 147 51.28 155 52 400 � C2 0.10 0.10 0.05 �CROSS-SECTION #46 C3 10470 10 82 121 0 0 410 0 0 C4 52 -350 51 -300 49.57 0 48.7 82 42 97 C4 42 106 50.55 121 50.8 147 51.28 155 52 400 � C2 0.10 0.10 0.05 *CROSS-SECTION #4 C3 10490 11 234 283 0 0 340 0 0 C4 53.5 -350 53 0 50.06 211 49.3 234 42.9 251 C4 43.1 262 52.45 283 52.87 447 53.16 495 54.0 700 C4 55.0 730 ic C2 0.10 0.10 0.05 *CROSS-SECTION #4 C3 10499 11 234 283 0 0 100 0 0 C4 53.5 -350 53 0 50.06 211 49.3 234 42.9 251 C4 43.1 262 52.45 283 52.87 447 53.16 495 54.0 700 C4 55.0 730 � ,april 30, 2013 Crimson Editor acpol00.dat 19 / 34 C2 0.10 0.10 0.05 *CRO55-SECTION #4 C3 10500 11 234 283 0 0 330 0 0 C4 53.5 -350 53 0 50.06 211 49.3 234 42.9 251 C4 43.1 262 52.45 283 52.87 447 53.16 495 54.0 700 C4 SS.O 730 � C2 0.10 0.10 0.05 C3 10510 9 41 70 0 0 450 0 0 �CRO55-SECTION #3 C4 53.5 -100 52.38 0 51.6 41 43.0 50 43.0 62 C4 51.3 70 51.7 163 51.45 201 52.8 362 � C2 0.10 0.10 0.05 C3 10525 9 41 70 0 0 170 0 0 *CROSS-SECTION #3 C4 53.5 -100 52.38 0 51.6 41 43.0 50 43.0 62 C4 51.3 70 51.7 163 51.45 201 52.8 362 ri C2 0.10 0.10 0.05 *CROSS-SECTION #2 C3 10560 7 348 381 0 0 620 0 0 C4 54.9 0 52 348 46.5 361 46.5 367 51.4 381 C4 51.7 399 53 700 * C2 0.10 0.10 0.04 �CROSS-SECTION #1 C3 10570 7 310 331 0 0 700 0 0 C4 54.05 0 52.35 205 50.2 310 46.7 314 46.7 323 C4 50.3 331 54 630 � C2 0.10 0.10 0.04 *COUNTY MP CROSS-SE�TION 23857 C3 10590 13 990 1009 0 0 200 0 0 C4 57.3 600 53.2 970 52.8 990 49.9 998 49.3 998.5 C4 48.7 999 48.7 1001 48.8 1001.5 49.9 1008 52.8 1009 C4 53.7 1016 53.3 1090 57.3 1120 *------------------------------------------------------------------------------- * CHANNEL B *------------------------------------------------------------------------------- C2 0.10 0.10 0.03 *CROSS-SECTION #25 C3 20007 12 58 106 0 0 240 0 0 C4 23.0 -60 18.5 -50 17.5 0 17.2 58 10.7 63 C4 11.5 72 12.7 93 16.1 106 15.7 148 16.2 351 C4 18.6 500 23.0 510 * C2 0.10 0.10 0.05 *COUNTY MP CRO55-SECTION 340 C3 20030 13 986 1013 0 0 930 0 0 C4 25 750 23 810 22 850 21 890 20.3 961 C4 19.6 986 14.3 999 14.3 1000 13.9 1008 17.7 1013 C4 15.1 1028 22.8 1059 25 1060 * C2 0.10 0.10 0.06 �COUNTY MP CROSS-SECTION 2640 (MODIFIED) C3 20045 8 990 1010 0 0 1000 0 0 C4 32.5 600 26.5 990 24.0 996 24.0 1000 24.0 1004 C4 26.5 1010 28.0 1200 34.0 1300 * * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CHANNEL B IMPROVEMENTS DESIGN (CONSTRUCTED 2001) � ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CHANNEL B IMPROVEMENTS C2 0.10 0.10 0.04 *DESIGN XS/GFY SURVEY C3 20060 9 200 244 0 0 680 0 0 C4 42.5 0 41.5 200 35.0 213 30.0 215 30.0 230 C4 35.0 232 39.0 244 41.0 254 42.5 454 * C2 0.10 0.10 0.04 *DESIGN XS/GFY SURVEY . C3 20065 9 200 244 0 0 480 0 0 April 30, 2013 Crimson Editor � ' acpol00.dat 20 / 34 + C4 42.5 0 41.5 200 35.0 213 30.0 215 30.0 230 C4 35.0 232 39.0 244 41.0 254 42.5 454 * C2 0.10 0.10 0.04 �DESIGN XS/GFY SURVEY C3 20070 9 200 244 0 0 225 0 0 C4 42.5 0 41.5 200 35.0 213 30.0 215 30.0 230 C4 35.0 232 39.0 244 41.0 254 42.5 454 * * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- C2 0.10 0.10 0.05 *KING SURVEY CRO55-SECTION #11 C3 20090 10 3 34 0 0 458 0 0 C4 54 -40 49.6 0 49.3 3 41.2 15 40.8 18 C4 40.8 20 41.2 22 47.7 34 49 38 52 108 � C2 0.10 0.10 0.05 *KING SURVEY CROSS-SECTION #12 C3 20110 9 0 27 0 0 1160 0 0 C4 54 -200 53.5 0 48.8 9 47.5 11 47.2 14 C4 47.5 17 53.5 27 53.7 29 57 429 � C2 0.10 0.10 0.05 *KING SURVEY CROSS-SECTION #13 C3 20120 10 730 818 0 0 830 0 0 C4 57 530 53.6 780 51 797 49.6 801 48.9 806 C4 48.8 808 49.5 810 54.3 818 54.5 820 55.3 1220 � C2 0.10 0.10 0.05 *KING SURVEY CROSS-SECTION #14 C3 20130 10 25 50 0 0 470 0 0 C4 58 -300 53.5 0 53.3 25 49.9 30 48.3 37 C4 49.9 45 52.3 50 52.5 57 52.1 70 57 670 � C2 0.10 0.10 0.05 *KING SURVEY CROSS-SECTION #15 C3 20140 9 34 65 0 0 560 0 0 C4 57 -100 56 23 55.6 34 50.6 42 49.7 48 C4 49.9 57 51.8 61 55 65 56 265 � C2 0.10 0.10 0.05 rtCOUNTY MP CRO55-SECTION 8470 C3 20160 12 985 1015 0 0 470 0 0 C4 59.9 860 58.9 875 57.9 910 58.4 985 52.8 995 C4 52.5 1000 52.6 1005 56.8 1015 56.8 1050 57.9 1220 C4 58.9 1250 59.9 1500 * C2 0.10 0.10 0.07 *COUNTY MP CROSS-SECTION 8972 C3 20180 14 990 1010 0 0 680 0 0 C4 62 620 57 680 56 690 55 790 54.9 990 C4 53.8 997 53.3 1000 53.8 1003 54.9 1010 55 1130 C4 56 1230 57 1300 58 1330 62 1400 � C2 0.10 0.10 0.07 *COUNTY MP CRO55-SE�TION 10286 C3 20190 14 246 264 0 0 770 0 0 C4 69.8 0 67.8 25 63.8 145 60.8 205 59.5 246 C4 58.8 249 58.5 250 58.7 254 58.7 262 60.2 264 C4 62.1 279 63.8 287 64.8 345 69.8 525 � C2 0.10 0.10 0.07 �CRO55-SECTION #14 C3 20200 8 291 341 0 0 650 0 0 C4 72.5 227 67 263 66.3 291 62.1 309 62.1 316 C4 68.26 341 71.11 416 72.93 530 � C2 0.10 0.10 0.07 *CROSS-SECTION #45 C3 20220 11 197 224 0 0 740 0 0 C4 86.21 0 85.24 123 82.7 137 82.3 144 82.3 167 C4 84.9 174 83.8 197 79.2 206 78 216 83.2 224 C4 83.4 385 April 30, 2013 Crimson Editor acpol00.dat 21 / 34 � C2 0.10 0.10 0.07 *CROSS-SECTION #12 C3 20240 7 182 200 0 0 540 0 0 C4 87 120 85.1 149 85.3 182 81.9 188 82.2 194 C4 85.5 200 86.59 267 * C2 0.10 0.10 0.08 *APPROXIMATE CROSS-SECTION C3 20262 6 94 124 0 0 465 0 0 C4 89 0 86 94 81.8 104 81.8 114 86 124 C4 89 300 *------------------------------------------------------------------------------- * CHANNEL C *------------------------------------------------- ---------------------- C2 0.10 0.10 0.06 *KING SURVEY CROSS-SECTION #17 C3 30010 10 64 82 0 0 920 0 0 C4 SO -400 43.5 0 43.3 14 40.4 64 34.6 70 C4 34.4 73 34.8 76 39.9 82 40.9 133 45 165 � C2 0.10 0.10 0.06 *CRO55-SECTION #8 C3 30030 14 240 289 0 0 500 0 0 C4 49.3 0 48.2 150 46.6 197 45.83 208 46.18 218 C4 45.85 227 46.2 240 38.8 259 38.4 264 45.4 289 C4 45.76 309 45.31 320 46.8 354 48.5 525 � C2 0.10 0.10 0.03 C3 300403 8 -15 30 0 0 360 0 0 *SWALE OVER STORM SEWER C4 62 -65 59.5 -65 58.8 -15 56.3 0 56.3 15 C4 58.8 30 59.5 80 62 80 * C2 0.10 0.10 0.03 C3 300602 8 -15 30 0 0 480 0 0 *SWALE OVER STORM SEWER C4 62 -65 59.5 -65 58.8 -15 56.3 0 56.3 15 C4 58.8 30 59.5 80 62 80 * C2 0.10 0.10 0.03 C3 300702 8 -15 30 0 0 680 0 0 *SWALE OVER STORM SEWER C4 62 -65 59.5 -65 58.8 -15 56.3 0 56.3 15 C4 58.8 30 59.5 80 62 80 � C2 0.10 0.10 0.035 *CHANNEL C PLANS C3 30080 6 0 18 0 0 440 0 0 C4 60.5 -50 60 0 53.6 3 53.6 15 60 18 C4 62.5 100 � C2 0.10 0.10 0.03 C3 301002 8 -15 30 0 0 1280 0 0 *SWALE OVER STORM SEWER C4 62 -65 59.5 -65 58.8 -15 56.3 0 56.3 15 C4 58.8 30 59.5 80 62 80 *------------------------------------------------------------------------------- * CHANNEL D *------- ----------------------------------- --------------------- C2 0.10 0.10 0.05 *CROSS-SECTION #5 C3 40040 6 62 85 0 0 260 0 0 C4 53.8 0 51.7 62 45.5 70 46.3 74 52.7 85 C4 52.8 150 � C2 0.10 0.10 0.05 *CROSS-SECTION #5 C3 40050 6 62 85 0 0 290 0 0 C4 53.8 0 51.7 62 46.4 70 47.2 74 52.7 85 C4 52.8 150 � • C2 0.10 0.10 0.05 *CROSS-SECTION #5 April 30, 2013 Crimson Editor , acpol00.dat 22 / 34 • C3 40070 6 62 85 0 0 320 0 0 C4 53.8 0 51.7 62 46.4 70 47.2 74 52.7 85 C4 52.8 150 *-------------------- --------------------- ------ * CHANNEL E *------------------------------------------------------------------------------- C2 0.10 0.10 0.09 *COUNTY MP CRO55-SECTION 510 C3 50010 14 992 1008 0 0 660 0 0 C4 16.3 710 14 870 10.7 957 7.3 964 7.1 992 C4 4.7 995 3.9 997.5 4.2 1000 4.4 1005 7.1 1008 C4 9 1029 12.9 1068 13.5 1100 16 1600 * C2 0.10 0.10 0.09 *COUNTY MP CROSS-SECTION 567 C3 50020 16 992 1008 0 0 150 0 0 C4 16 640 14.1 870 10.8 957 7.4 964 7.2 992 C4 4.8 995 4.4 997.5 4 1000 4.3 1002.5 4.5 1005 C4 7.2 1008 7.8 1029 9.1 1050 13 1068 13.6 1100 C4 16 1160 � C2 0.10 0.10 0.09 *COUNTY MP CROSS-SECTION 904 C3 50035 12 992 1008 0 0 470 0 0 C4 22 600 16 800 13 970 10.8 992 7.5 996 C4 7.2 997.5 6.7 1000 7 1002.5 7.1 1003 10.2 1008 C4 15 1100 18 1120 � C2 0.10 0.10 0.06 *COUNTY MP CRO55-SECTION 2530 C3 50060 13 989 1011 0 0 640 0 0 C4 18 450 18 820 17.6 979 16.8 989 12.2 997 C4 12.2 1000 12.2 1003 16.2 1011 16.6 1021 17 1050 C4 18 1100 19 1220 20 1260 * C2 0.10 0.10 0.06 �CROSS-SECTION #40 C3 50070 10 245 283 0 0 350 0 0 C4 21.0 -550 18.4 0 17.1 245 13.3 254 12.9 263 C4 17.3 283 18.3 343 18.9 388 19.2 440 21.01 498 it C2 0.10 0.10 0.06 *COUNTY MP CRO55-SECTION 3200 C3 50085 8 300 328 0 0 795 0 0 C4 20.5 0 19 20 18.5 300 15.0 310 15.0 315 C4 18.5 328 19 480 21.5 550 * C2 0.10 0.10 0.025 *OLD HARBOR PLACE REACH C3 50088 9 0 30 0 0 250 0 0 C4 23 -30 21.6 -18 21.3 0 15.8 0.1 15.8 8 C4 23.3 30 23.3 120 23.3 240 23.3 400 � C2 0.10 0.10 0.025 *OLD HARBOR PLACE REACH C3 50090 9 0 26 0 0 355 0 0 C4 23 -30 21.6 -18 21.3 0 16.4 0.1 16.4 8 C4 22.5 26 22.5 120 22.5 240 24 500 * C2 0.10 0.10 0.04 *MCMULLEN BOOTH ROAD PLANS C3 50110 7 0 20 0 0 350 0 0 C4 25.0 -400 22.5 -100 21.3 0 18.1 6 18.1 13 C4 21.1 20 22.5 30 '�------------------------------------------------------------------------------- * CHANNEL F *----------------------------------- ----------- - C2 0.10 0.10 0.05 *KING SURVEY CROSS-SECTION #18 C3 60010 8 65 90 0 0 300 0 0 C4 38.0 -50 36 0 34.3 65 26.5 73 27.4 81 C4 34.7 90 36.4 117 38.0 140 April 30, 2013 Crimson Editor acpol00.dat 23 / 34 � C2 0.10 0.10 0.05 *CROSS-SECTION #9 C3 60030 10 72 98 0 0 940 0 0 C4 43.0 -50 42 0 40.6 18 38.6 72 33.4 81 C4 33.0 87 37.2 98 38.3 145 39.23 182 41.14 209 * C2 0.10 0.10 0.05 *CROSS-SECTION #9 C3 60040 10 72 98 0 0 110 0 0 C4 43.0 -50 42 0 40.6 18 38.6 72 33.4 81 C4 33.0 87 37.2 98 38.3 145 39.23 182 41.14 209 * C2 0.10 0.10 0.05 *CROSS-SECTION #10 C3 60060 9 263 295 0 0 820 0 0 C4 54.8 0 54.2 97 53.7 252 52.7 263 45.3 273 C4 44.9 285 53.4 295 53.8 353 54.7 501 * C2 0.10 0.10 0.06 *CROSS-SECTION #10 C3 60080 9 263 295 0 0 580 0 0 C4 54.8 0 54.2 97 53.7 252 52.7 263 45.3 273 C4 44.9 285 53.4 295 53.8 353 54.7 501 * C2 0.10 0.10 0.06 *CRO55-SECTION #11 C3 60090 11 228 269 0 0 330 0 0 C4 55.8 0 54.87 58 54.05 103 54.27 117 54.08 137 C4 55.5 228 47.7 242 47.9 246 56 269 55.8 284 C4 55.8 374 � C2 0.10 0.10 0.06 *CROSS-SECTION #11 (MODIFIED) C3 60100 11 228 269 0 0 420 0 0 C4 56.0 0 54.87 58 54.05 103 54.27 117 54.08 137 C4 55.5 228 49.5 242 49.5 246 53.0 269 54.0 284 C4 55.8 374 *------------------------------------------------------------------------------- � CHANNEL G *------------------------------------------------------------------------------- C2 0.10 0.10 0.06 *C�w 12/O1 xs @ �ot 38 C3 70010 13 26 58 0 0 1130 0 0 C4 21.4 0 20.3 15 19.3 26 17.4 28 14.1 31 C4 12.2 36 10.1 37 9.3 40 10.0 44 14.7 50 C4 20.8 58 21.5 65 24.0 100 * * C2 0.10 0.10 0.06 *CROSS-SECTION #20 (replaced by 12/O1 survey xs) * C3 70010 7 50 90 0 0 1130 0 0 � C4 21.6 0 21.3 50 8.4 66 8.5 74 20.3 90 * C4 21.1 194 24.0 250 � C2 0.10 0.10 0.06 *CROSS-SECTION #21 (MODIFIED) C3 70020 8 180 227 0 0 660 0 0 C4 22.5 180 16.7 181 13.7 196 13.3 210 18.9 227 C4 19.6 313 21.7 500 24.0 600 * * C2 0.10 0.10 0.06 *CROSS-SECTION #21 (replaced) * C3 70020 10 181 227 0 0 660 0 0 * C4 19.8 0 18.59 91 17.6 125 16.7 181 13.7 196 * C4 13.3 210 18.9 227 19.6 313 21.7 S00 24.0 600 * C2 0.10 0.10 0.06 *COUNTY MASTER PLAN STATION 2330 C3 70030 8 990 1010 0 0 630 0 0 C4 22 980 21.1 990 15.4 996 15.6 1000 15.4 1004 C4 22 1010 22.2 1030 27 1280 � • C2 0.10 0.10 0.06 *CROSS-SECTION #42 April 30, 2013 Crimson Editor •acpol00.dat 24 / 34 • C3 70012 9 102 136 0 0 650 0 0 C4 18 0 17.54 22 17.01 85 17.8 95 18.6 102 C4 12.5 113 13.2 120 19.9 136 23.0 150 �------------------------------------------------------------------------------- * CHANNEL H *------------------------------------------------------------------------------- C2 0.10 0.10 0.035 *CDM R140 C3 80010 10 986 1014 0 0 350 0 0 C4 28 880 23 880 22 950 21.4 986 17.3 994 C4 16.9 1000 17.3 1006 22.4 1014 22.5 1050 28 1050 � �2 0.10 0.10 0.035 *CDM R120 c3 80030 18 988 1012 0 0 300 0 0 C4 28 810 25 810 24 860 23 925 23 945 C4 23.4 973 21.9 988 18.4 995 17.4 1000 18.1 1005 C4 22.4 1012 22.1 1050 22 1100 21 1180 21 1190 C4 24 1230 25 1300 28 1300 * C2 0.10 0.02 0.05 �CDM R111 C3 800404 7 80 125 0 0 400 0 0 C4 28 80 22.1 100 20.6 105 22.3 112 23.16 125 C4 23.43 135 30 136 � C2 0.10 0.10 0.05 �CDM R100 C3 80060 6 985 1045 0 0 560 0 0 C4 29 985 18.5 1019 18.5 1025 18.5 1031 28.5 1045 C4 29 1125 * C2 0.10 0.10 0.05 *CDM R90 C3 800701 7 0 68 0 0 320 0 0 C4 28 0 18.5 34 18.5 58 25 68 25 120 C4 26 340 29 390 * C2 0.10 0.10 0.03 *CDM R80 C3 80080 5 0 52 0 0 800 0 0 C4 29 0 20 28 20 42 27 52 30 82 * C2 0.10 0.10 0.08 *CDM R40 C3 80105 14 933 1080 0 0 300 0 0 C4 37 665 34 720 34 840 29.9 907 30.7 933 C4 26.7 950 25.4 993 25.2 1000 25.5 1007 27.9 1059 C4 32.3 1080 33 1100 34 1150 37 1200 * C2 0.10 0.10 0.08 *CDM R30 C3 80110 14 977 1022 0 0 670 0 0 C4 46 710 45 760 41 830 40 890 38.2 950 C4 40.4 977 28.7 993 28.3 1000 29.8 1006 42.9 1022 C4 42.8 1050 44 1070 45 1165 46 1230 � _____________________________________________________________________ * -------------------------- - - - * THE 'D' DATA LINE DESCRIBES THE JUNCTION NODES IN EXTRAN * JUNC GRELEV Z QINST YO � * _______________________________________________________________________________ -------------__ - ---------------------------- *------------------------------------------------------------------------------- * CHANNEL A *------------------------------------------------------------------------------- D1 99999 100 -4.0 0 6.0 *OLD TAMPA BAY BOUNDARY CONDITION D1 10000 100 -2.0 O 4.0 *OLD TAMPA BAY D/S OF ALLIGATOR LAKE WEIR D1 10010 100 -1.9 0 6.94 *ALLIGATOR LAKE D1 10020 100 2.5 0 2.54 D1 10024 100 7.5 O O *MCMULLEN BOOTH RD POND NO. 5 OUTFALL April 30, 2013 Crimson Editor acpol00.dat 25 / 34 D1 10025 100 10.5 O O *MCMULLEN BOOTH RD POND NO. 5 D1 10030 100 0.7 O 4.34 *MCMULLEN BOOTH ROAD D/5 D1 10040 100 O.8 0 4.24 �MCMULLEN BOOTH ROAD U/5 D1 10050 100 3.0 0 2.04 �1 10060 100 3.4 0 1.64 D1 10062 100 32.5 0 O *CIEARWATER MARKETPLACE POND D1 10070 100 2.7 0 2.34 D1 100H0 100 5.8 O O *GLEN OAK AVE D/S D1 10090 100 5.9 0 0 *GLEN OAK AVE U/5 D1 10100 100 6.2 O O *FOOT BRIDGE D/5 D1 10110 100 6.3 0 0 �FOOT BRIDGE U/5 D1 10112 100 7.3 0 0 *WETLAND 5. OF KAPOK MHP D1 10120 100 6.8 0 0 �3RD STREET D/S D1 10130 100 6.9 0 0 *3RD STREET U/S (USGS STREAMFLOW GAGE) D1 10140 100 8.5 0 0 *CLIFF STEPHENS PARK WEIR D/5 (MODDIFIED I.E. PER 2002 SURVEY) D1 10150 100 3.0 0.5 6.5 *CLIFF STEPHENS PARK WEIR U/S ol 10160 100 3.0 0 6.5 D1 10170 100 3.0 0.5 6.5 �FAIRWOOD AVE D/S D1 10180 100 7.0 0 2.5 *FAIRWOOD AVE U/S D1 10190 100 7.7 0.5 1.8 *CLIFF STEPHEN'S PARK W. POND * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- " CLIFF STEPHENS PARK SEDIMENTATION BASIN DESIGN (CONSTRUCTED 2002) � ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- D1 10192 100 7.0 0 2.5 �`CLIFF STEPHEN'S PARK SEDIMENT POND D1 10195 100 7.5 0 2.0 *CLIFF STEPHEN'S PARK @ W. EDGE * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- D1 10200 100 9.3 O.1 0.2 *USGS STREAMFLOW GAGING STATION D1 10204 100 13.5 0.3 0.1 *MOCCASIN LAKE D1 10206 100 15.0 O O *POND/WETLAND D1 10210 100 9.5 0.1 0 D1 10220 100 10.9 0.1 0 *US Hwv 19 D/5 D1 10230 100 15.8 0 0.2 *us Hwv 19 u/5 D1 10232 100 16.1 0.1 2.4 *CLEARWATER COLLECTION CENTER POND #3 D1 10233 100 18.0 O 0.5 *CLEARWATER COLLECTION CENTER POND #1 OUTFALL D1 10234 100 22.5 O O *CLEARWATER COLLECTION CENTER POND #1 D1 10240 100 15.9 0 0.1 D1 10245 100 16.1 0.4 0.2 *WETLAND @ WASTE TRANSFER STATION D1 10250 100 16.1 O.1 O �TRANSFER STATION ENTRANCE RD D/S D1 10260 100 16.4 0 1.5 *TRANSFER STATION ENTRANCE RD U/5 D1 10270 100 16.6 0.1 1.3 *OLD COACHMAN RD D/S, CONFLUENCE W/ CHANNEL H D1 10280 100 16.7 O 1.2 *OLD �OACHMAN RD U/5 D1 10290 100 18.2 0.1 0 Dl 10300 100 18.7 0 0 D1 10310 100 19.4 0 0 *NE COACHMAN RD D/S D1 10320 100 19.5 0.1 O *NE COACHMAN RD U/S D1 10330 100 20.6 0 0 *RAILROAD D/S D1 10340 100 20.7 0 0 *RAILROAD U/5 D1 10350 100 23.5 0 0 "CONFLUENCE W/ CHANNEL F D1 10351 100 35.3 0 0 *BELCHER RD/RAILROAD STORM SEWER D1 10352 100 40.2 0 0 *BELCHER RD/RANGE RD STORM SEWER D1 10353 100 48.2 0 0 *RANGE RD STORM SEWER @ KAPP DR D1 10354 100 54.3 0.1 0 *HERCULES AVE STORM SEWER @ RANGE RD D1 10355 100 56.8 0 0 *HERCULES AVE STORM SEWER @ GRAND AVE D1 10356 100 59.3 0 0 *HERCULES AVE STORM SEWER @ PALMETTO DR Dl 10357 100 61.4 0.1 0 *HERCULES AVE STORM SEWER @ MARILYN ST D1 10358 100 67.0 O O *TERRACE LAKE D1 10359 100 67.7 O 0 *HERCULES/PA�METTO WETLAND D1 10360 100 26.0 0 0 *USGS STREAMFLOW GAGING STATION * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CHANNEL A IMPROVEMENTS DESIGN (CONSTRUCTED 2002) * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- � D1 10370 100 29.7 0 O *CONFLUENCE W/ CHANNEL C April 30, 2013 Crimson Editor ♦ • acpol00.dat 26 / 34 4 D1 10380 100 32.0 0 0 *SALVATION ARMY ACCESS ROAD D/S D1 10385 100 32.1 0 0 '�SALVATION ARMY ACCESS ROAD U/S D1 10390 100 34.0 O 0 *BELCHER RD D/S, CONFLUENCE W/ CHANNEL D * ---------------------------------------------------------------------------- ---------------------------------- ------------------------------------ D1 10400 100 34.9 0.1 0 *BELCHER RD U/S D1 10410 100 35.8 0.1 0 *FIRE STATION ENTRANCE D1 10420 100 37.5 0 0 D1 10430 100 41.0 0 0 *SUNSHINE DR. D/5 D1 10440 100 41.3 0.1 0 *SUNSHINE DR. U/S D1 10450 100 41.9 0 0 *ACCE55 RD. D/S D1 10460 100 42.0 0 0 *ACCESS RD. U/S D1 10470 100 42.1 O O "�HERCULES AVE. D/S D1 10480 100 42.3 0 0 *HERCULES AVE. U/S D1 10490 100 42.9 0.1 0 D1 10492 100 47.9 0.1 0 *RAILROAD D1 10494 100 59.9 0 0 *OVERLEA ST. D1 10496 100 61.7 0.1 0 *CLEARWATER AIRPARK **�* D1 10498 100 51.23 0 0 *RETENTION POND D1 10499 100 42.9 0.1 0 *FLOOD COMP AREA D1 10500 100 42.9 0 0 *ACCESS RD. D/S D1 10505 100 43.0 0 0 *ACCE55 RD. U/S D1 10510 100 42.3 0 0.7 *CALUMET ST. D/S D1 10520 100 43.0 0 0 *CALUMET ST. U/S D1 10525 100 43.0 O O *CHANNEL A DETENTION POND OUTFALL D/5 D1 10530 100 43.2 0.2 O.1 *CHANNEL A DETENTION POND D1 10540 100 43.9 0.2 1.9 *LAKE ANTIETAM D1 10542 100 45.9 0 0 *BRAxTON BRAGG LN U/5 D1 10544 100 52.8 0 0 *KENESAW LN D/5 D1 10546 100 53.0 0 0 *KENESAW LN U/S D1 10547 100 54.0 0 0 *KEENE RD D/5 D1 10548 100 55.0 0 0 �KEENE RD U/S Dl 10549 100 57.2 0.2 0.1 *SUNSET LAKE D1 10550 100 44.7 0 1.0 D1 10555 100 46.5 0 0.2 D1 10560 100 46.5 0.1 0.2 D1 10570 100 46.5 0 0.2 *SUNSET POINT RD D/5 D1 10580 100 47.6 0.1 0 *SUNSET POINT RD U/S D1 10590 100 50.0 0 0 D1 10600 100 50.5 0.1 0.1 �PINEBROOK APTS. POND *------------------------------------------------------------------------------- * CHANNEL B *------------------------------------------------------------------------------- D1 20005 100 10.25 0 0 *PARK ROAD U/5 D1 20007 100 11.5 O O *RAILROAD D/5 D1 20010 100 12.3 0 0 *RAILROAD U/5 �1 20030 100 14.7 0 0 * ---------------------------------------------------------------------------- ---------------------------------------- ----------------------------- * MOCCASIN LAKE PARK SEDIMENTATION BASIN DESIGN (CONSTRUCTED 2001) * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Dl 20045 100 24.0 0 0 *SEDIMENT TRAP OUTFALL D1 20050 100 25.7 O 1.4 *NEW SEDIMENT TRAP * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Dl 20053 100 46.0 0 0 *LAKE PATRICIA OUTFALL D1 20055 100 50.7 0.05 0.1 *LAKE PATRICIA/SPRING LAKE * __________________________________________________ * CHANNEL B IMPROVEMENTS DESIGN (CONSTRUCTED 2001) * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- D1 20060 100 27.9 0 0 �1 20065 100 30.5 0 0 D1 20070 10� 35.0 0.1 1.4 *COACHMAN ROAD D/S * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- April 30, 2013 Crimson Editor I acpol00.dat 27 / 34 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CHANNEL B IMPROVEMENTS DESIGN (PINELLAS COUNTY CONSTRUCTED 2001) * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- D1 20080 100 36.5 0 0 *COACHMAN ROAD U/5 D1 20085 100 42.1 0 0 *NEW BC U/S * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Dl 20090 100 45.9 0.1 0 *EVANS DR. D/5 D1 20100 100 46.1 0 0 �EVANS DR. U/S D1 20110 100 48.4 0 0 D1 20120 100 48.3 0 0.1 D1 20130 100 49.6 0 0 D1 20140 100 52.3 0 0 *SOUTH DR. D/S D1 20150 100 52.6 0 0 *SOUTH DR. U/5 D1 20160 100 53.4 0 0 �SUNSET POINT RD. D/S D1 20170 100 53.8 0.1 0 *SUNSET POINT RD. U/5 D1 20180 100 54.5 0 0 �1 20190 100 61.0 0 0 D1 20200 100 67.3 O O '�ACCE55 ROAD D/S D1 20210 100 68.8 0 0 *ACCESS ROAD U/S D1 20215 100 73.0 O O "KEN MARK FORD PONDS Dl 20220 100 80.5 0 O �MCCORMICK DR. D/S D1 20230 100 81.3 0 0 *MCCORMICK DR. U/S D1 20240 100 82.8 0 0 *LAKE SHORE DR. D/5 D1 20242 100 84.6 0 0 *WETLAND & DIMMITT TREATMENT PONDS D1 20245 100 82.5 0 0.3 *LAKE SHORE DR. U/S D1 20250 100 81.4 0.1 2.7 *LAKE CHAUTAUQUA D1 20255 100 85.5 0 0 *WETLAND & TREATMENT PONDS Dl 20260 100 81.8 0 2.2 *ENTERPRISE RD. U/S �1 20262 100 84.0 0 0 D1 20270 100 84.8 O O *WINDING WOOD CONDO POND D1 20280 100 92.5 0.05 0.1 *WINDING WOOD CONDO WETLAND *------------------------------------------------------------------------------- * CHANNEL C *------------------------------------------------------------------------------- D1 30010 100 35.0 0 0 *SOUTH LAGOON CIRCLE D/5 D1 30020 100 38.4 0 0 *SOUTH LAGOON CIRCLE U/5 D1 30030 100 40.9 0 0 *NORTH LAGOON CIRCLE OUTFALL Dl 30040 100 41.55 0.1 0 D1 30050 100 45.88 0 0 D1 30060 100 48.44 0 0 �1 30070 100 51.1 0 0 D1 30075 100 53.25 0 O *CHANNEL C DETENTION AREA & SOCCER FIELDS D1 30080 100 53.7 0 0 *SUNSET POINT RD. D/S D1 30090 100 54.1 0 0 *SUNSET POINT RD. U/5 D1 30100 100 57.7 0.4 0 *TOP OF THE WORLD OUTFALL D1 30120 100 80.1 O.1 O.1 *FP&L POND *------------------------------------------------------------------------------- * CHANNEL D *------------------------------------------------------------------------------- Dl 40010 100 42.7 0.1 0 *BELCHER RD. D/5 Dl 40030 100 43.5 0 0 *BELCHER RD. U/5 D1 40040 100 46.0 0 0 D1 40050 100 46.7 0 0 *SUNNYDALE BLVD D/S Dl 40060 100 47.2 0 0 *SUNNYDALE BLVD U/S D1 40070 100 48.16 0 0 D1 40080 100 49.67 0 0 '�SUNSET POINT RD D/5 D1 40090 100 52.1 0.5 0.9 *BECKETT LAKE D1 40100 100 58.2 0.5 0.2 *HARBOR LAKE *------------------------------------------------------------------------------- * CHANNEL E *------------------------------------------------------------------------------- � Dl 50010 100 3.2 0 1.84 *CITY PARK RD D/S April 30, 2013 Crimson Editor a r acpol00.dat 28 / 34 ' D1 50015 100 3.8 0 1.24 *CITY PARK RD U/5 D1 50020 100 4.55 0 0.49 *RAILROAD 0/S D1 50030 100 4.41 0.05 0.63 �RAILROAD U/5 D1 50035 100 6.7 0 0 D1 50040 100 9.7 0 0 *SR 590 D/S D1 50050 100 12.12 0.05 0 *SR 590 u/5 D1 50060 100 12.4 0 0 �1 50062 100 17.2 0 0 D1 50064 100 31.0 0 0 �1 50066 100 31.2 0 0 ol 50068 100 38.8 0 0 �1 50069 100 45.6 0.05 O �`SALL'S LAKE D1 50070 100 13.4 0 0 *DRIVEWAY D/5 D1 50080 100 13.5 0 0 *DRIVEWAY U/S D1 50085 100 15.5 0 0 D1 50087 100 18.7 0 O *OLD HARBOR PLACE BORROW PIT D1 50088 100 16.2 0 0 *OLD HARBOR PLACE DR D/5 D1 50089 100 16.37 0 0 *OLD HARBOR PLACE DR U/5 D1 50090 100 16.5 0.05 0 *MCMULLEN BOOTH RD D/5 D1 50094 100 16.6 0 0 *OLD HARBOR PLACE WETLAND OUTFALL D1 50095 100 18.7 0 0 �`OLD HARBOR PLACE WETLAND D1 50100 100 17.5 O O *MCMULLEN BOOTH RD U/5 D1 50105 100 20.0 0 0 �`MCMULLEN BOOTH RD POND #6 ol 50110 100 18.9 0 0 D1 50120 100 19.1 0 0 D1 50130 100 20.2 0 0 D1 50140 100 21.0 0.05 0 *SUNSET PT RD D/S D1 50150 100 25.2 0 0 *SUNSET PT RD U/5 . D1 50160 100 28.5 0 0 *ABBEY LAKE RD D/5 D1 50170 100 31.3 0 0 �`ABBEY LAKE RD U/5 D1 50175 100 40.0 0 0 D1 50180 100 42.4 0.05 0 *ABBEY LAKE *------------------ - ------------------------------------------- �` CHANNEL F *------------------------------------------------------------------------------- D1 60010 100 32.3 0 0 *OLD COACHMAN RD D/5 D1 6��20 100 32.89 0 0 *OLD COACHMAN RD U/5 D1 60030 100 39.32 0 0 *PRIVATE RD D/5 D1 60035 100 39.46 0 0 *PRIVATE RD U/5 D1 60040 100 41.84 0 0 *WETHERINGTON RD D/5 D1 60050 100 41.43 0 0.41 *WETHERINGTON RD U/5 D1 60060 100 45.97 0 0 *CAMPBELL RD D/5 D1 6��70 100 45.92 0 0.05 �`CAMPBELL RD U/5 �1 60080 100 47.0 0 0 D1 60082 100 53.5 0 0 *MCCAULEY RD D/5 D1 60084 100 53.7 0.1 0.1 *COACHMAN LAKES ESTATES POND D1 60090 100 47.7 0 0 *BEVILLE RD D/S D1 60092 100 49.08 0 0.2 *BEVILLE RD U/S ol 60100 100 49.5 0 0 D1 60105 100 50.0 0.2 1.6 �`CAMERON LAKE APT. COMPLEX POND D1 60110 100 52.75 O 0 *SUNSET POINT RD POND OUTFALL D1 60115 100 54.0 O O *SUNSET POINT RD POND (SOUTH) D1 60120 100 61.0 O 2.5 *SUNSET POINT RD POND (NORTH) D1 60130 100 68.0 0.2 0.2 *SUNSET POINT RD U/S �------------------------------------------------------------------------------- '� CHANNEL G �`------------------------------------------------------------------------------- D1 70010 100 12.5 0 0 D1 70012 100 14.0 O O D1 70014 100 15.5 O O *DRY RETENTION POND D1 70020 100 13.9 0 0 D1 70030 100 15.3 0.05 0 *DREW ST D/5 April 30, 2013 Crimson Editor acpol00.dat 29 / 34 *------------------------------------------------------------------------------- * CHANNEL H *------------------ - --------------------------------------------- D1 80010 100 17.2 O 0.7 *CARPENTER FIELD PARKING ENTRANCE D/5 D1 80012 100 17.85 0 0.05 *OLD COACHMAN RD WEST SIDE OPPOSITE H0010 D1 80020 100 17.4 0 1.26 *CARPENTER FIELD PARKING ENTRANCE U/5 D1 80030 100 17.5 0 1.16 *OLD COACHMAN RD D/S D1 80040 100 17.9 O 0.76 *OLD COACHMAN RD U/5 D1 80050 100 18.5 0 1.55 *DIVERSION WEIR U/5 D1 80060 100 18.5 0 1.55 D1 80070 100 18.5 0 1.55 *DIVERSION TO CHANNEL H POND D1 80075 100 1H.4 O.1 1.65 *CHANNEL H TREATMENT POND D1 80080 100 23.83 0 O *SHARKEY RD D/S D1 80090 100 24.3 0 0 *SHARKEY RD U/5 D1 80100 100 25.0 0.05 0.4 *SEDIMENT POND D1 80105 100 27.0 0 0 D1 80108 100 31.4 O O *DETENTION POND D1 80110 100 35.07 O O *DREW ST D/5 D1 80120 100 35.1 0 0 *DREW ST U/S ol 80130 100 47.49 0 0 D1 80140 100 51.16 0 0 D1 80150 100 56.0 0 0 *NASH ST D/5 Dl 80160 100 57.8 0.05 0.1 *NASH ST POND *--------------------------------------------------------- ------- * CHANNEL J *------------------------------------------------------------------------------- D1 90010 100 16.8 O 0 *RAILROAD D/S D1 90020 100 16.9 0.2 0.2 *BORROW PIT NORTH OF RAILROAD �l 90040 100 24.0 0 0 �1 90050 100 36.0 0 0 �1 90060 100 49.0 0 0 D1 90065 100 49.4 0 0 *WALMART POND OUTFALL D1 90070 100 49.2 0.05 2.35 *WALMART POND * ------------------------------------------------------------------------------------ � ------------------------------------------------------------------------------------ * El, E2 CARDS ARE STORAGE JUNCTION INFORMATION * E1=JSTORE ZTOP ASTOR NUMST TM E2=QCURVEA QCURVEB QCURVEA QCURVEB QCURVEA QCURVEB QCURVEA QCURVEB QCURVEA QCURVEB � * ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ *---------------------------------------------------------------------------------- * CHANNEL A *---------------------------------------------------------------------------------- E1 10010 100. -1 6 *ALLIGATOR LAKE E2 40 0 76.25 6.9 86.53 7.9 110.05 8.9 128.7 9.9 150 10.9 E1 10025 100. -1 2 *MCMULLEN BOOTH RD POND N0. 5 E2 0.72 0 0.89 3.5 E1 10062 100. -1 3 *CLEARWATER MARKETPLACE POND E2 1.2 0 1.5 3.5 1.9 7.5 E1 10112 100. -1 7 *WETLAND E2 0.2 0 0.7 2.7 3.7 4.7 10.6 6.7 19.5 8.7 26.1 10.7 38.5 12.7 E1 10170 100. -1 5 *CLIFF STEPHENS PARK S.E. LAKE E2 2.5 0 4.4 6.5 5.7 14 10.5 15.5 18.5 20 E1 10180 100. -1 5 *CLIFF STEPHENS PARK MIDDLE LAKE E2 1.5 0 1.7 2.5 2.5 10.0 3.3 11.5 5.8 16 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CLIFF STEPHENS PARK SEDIMENTATION BASIN DESIGN (CONSTRUCTED 2002) * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- *MODIFIED CLIFF STEPHENS PARK W. POND � E1 10190 100. -1 5 �CLIFF STEPHENS PARK N.W. LAKE April 30, 2013 Crimson Editor . acpol00.dat 30 / 34 j E2 6.2 0 6.65 1.8 7.0 9.3 11.5 10.8 19.8 15.3 �NEW CLIFF STEPHENS PARK SEDIMENT POND E1 10192 100. -1 5 *NEW CLIFF STEPHENS PARK SEDIMENT POND E2 0.60 0 0.65 2.5 0.70 10.0 l.l 11.5 1.7 16.0 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- E1 10204 100. -1 5 *MOCCASIN LAKE E2 4.9 0 6.5 6.5 11.1 7.5 22.2 9.0 28.0 10.5 E1 10206 100. -1 5 '`POND/WETLAND E2 0.4 0 0.9 2.4 2.2 2.5 3.1 5.0 3.8 9.5 E1 10232 100. -1 6 *CLEARWATER COLLECTION CENTER POND #3 E2 3.70 0 3.98 1.4 4.64 3.9 5.17 5.9 5.69 7.9 6.30 9.9 E1 10234 100. -1 5 *CLEARWATER COLLECTION CENTER POND #1 E2 0.79 0 0.88 1.0 0.95 2.0 1.01 2.5 1.20 4.5 El 10245 100. -1 4 *WETLAND E. OF WASTE TRANSFER STATION E2 1.5 0 2.1 3.9 2.8 6.9 3.8 10.9 E1 10260 100. -1 8 *WETLAND W. OF WASTE TRANSFER STATION E2 0.05 0 0.1 2.6 1.2 3.6 4.8 4.6 9.2 5.6 11.2 6.6 13.1 7.6 18.0 10.6 E1 10358 100. -1 3 *TERRACE LAKE E2 1.7 0 2.4 3.0 2.8 4.0 E1 10359 100. -1 4 *HERCULES/PALMETTO WETLAND E2 12.6 0 13.3 0.3 16.5 2.3 25.8 2.8 ,�**� E1 10498 100. -1 2 *RETENTION POND E2 0.818 0 0.944 1 E1 10499 100. -1 2 �`FLOOD COMP AREA E2 0.498 0 0.695 9.1 El 10530 100. -1 5 *CHANNEL A DETENTION POND E2 6.69 0 8.14 1.8 9.42 6.8 10.25 8.8 10.7 10.3 E1 10540 100. -1 5 *LAKE ANTIETAM E2 2.4 0 2.9 1.8 4.5 6.1 6.2 7.6 8.5 8.6 E1 10549 100. -1 3 *SUNSET LAKE E2 5.1 0 6.4 2.8 7.4 4.3 E1 10600 100. -1 4 *PINEBROOK APTS POND E2 0.5 0 0.65 1.5 1.5 3.5 2.5 4.5 *------------------------------------------------ ---------------------- *CHANNEL B *---------------------------------------------- ------------------------- * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- '� MOCCASIN LAKE PARK SEDIMENTATION BASIN DESIGN (CONSTRUCTED 2001) * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * NEW MOCCASIN LAKE PARK SEDIMENT TRAP E1 20050 100. -1 4 *NEW MOCCASIN LAKE PARK SEDIMENT TRAP E2 0.60 0 0.65 1.4 1.19 4.8 1.24 5.3 * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- E1 20055 100. -1 5 �`LAKE PATRICIA/SPRING LAKE E2 2.7 0 3.4 0.3 3.7 1.3 3.9 2.3 5.6 3.3 E1 20215 100. -1 5 *KEN MARK FORD PONDS E2 0.26 0 0.34 1.0 0.42 2.0 0.5 3.0 0.58 4.5 E1 20230 100. -1 5 *WETLAND E2 0.2 0 1.5 1.7 3.8 3.7 5.3 4.7 7.8 5.7 E1 20242 100. -1 5 *WETLAND AND DIMMITT TREATMENT PONDS E2 1.7 0 2.3 0.4 3.1 1.4 4.5 2.4 6.5 2.9 E1 20250 100. -1 5 *�AKE CHAUTAUQUA E2 25 0 42 2.6 72.2 3.6 95.2 4.6 114.4 5.6 E1 20255 100. -1 4 �WETLAND AND TREATMENT PONDS E2 4.2 0 4.9 0.5 6.3 1.5 7.8 2.5 E1 Z0270 100. -1 4 �`WINDING WOOD CONDO POND E2 2.4 0 4.7 1.2 8 2.2 11.5 4.2 april 30, 2013 Crimson Editor acpol00.dat 31 / 34 E1 20280 100. -1 4 *WINDING WOOD CONDO WETLAND E2 0.9 0 2.2 1.5 3.2 3.0 3.9 3.5 *------------------------------------------------------------------------ * CHANNEL C *---------------------------------------------------------------------------------- E1 30075 100. -1 6 *CHANNEL C FLOODPLAIN STORAGE POND (SOCCER FIELDS) E2 0.05 0 0.10 1.7 2.15 1.75 2.24 2.75 2.33 4.75 2.6 6.75 E1 30100 100. -1 7 *TOP OF THE WORLD OUTFALL E2 0.05 0 0.1 2.3 0.3 6.3 1.8 7.3 2.3 8.3 2.9 9.3 3.7 10.3 E1 30120 100. -1 5 *FP&L POND E2 4.8 0 5.2 0.9 5.5 1.9 6 2.9 6.4 3.9 *---------------------------------------------------------------------------------- * CHANNEL D *---------------------------------------------------------------------------------- E1 40090 100. -1 5 *BECKETT LAKE E2 14.0 0 14.9 0.7 19.2 2.9 23.5 4.9 29.4 6.9 E1 40100 100. -1 3 *HARBOR LAKE E2 38.7 0 50.4 1.8 63.1 4.3 �---------------------------------------------------------------------------------- * CHANNEL E *---------------------------------------------------------------------------------- E1 50069 100. -1 4 *SALL'S LAKE E2 5.8 0 6.2 2.4 6.7 3.4 7.1 4.4 E1 50087 100. -1 6 *OLD HARBOR PLACE BORROW PIT (INCL. POND A1) E2 4.0 0 9.1 0.3 10.6 1.3 11.2 2.3 11.4 3.3 11.8 4.3 E1 50095 100. -1 6 *OLD HARBOR PLACE WETLAND (INCL. PONDS Bl, B2, & C) E2 3.1 0 3.6 1.3 4.1 2.3 4.6 3.3 4.9 4.3 5.4 5.3 E1 50105 100. -1 5 *MCMULLEN BOOTH ROAD POND N0. 6 E2 O.1Z 0 0.55 1.3 0.62 2.5 0.70 3.5 0.8 4.5 E1 50180 100. -1 5 *ABBEY LAKE E2 3.8 0 4.9 0.6 6.3 1.6 7.4 2.6 8.5 3.6 �---------------------------------------------------------------------------------- * CHANNEL F *---------------------------------------------------------------------------------- E1 60084 100. -1 4 �COACHMAN LAKES ESTATES POND E2 2.8 0 3.3 1.3 5.1 3.3 5.7 4.3 E1 60105 100. -1 4 *CAMERON LAKE APT COMPLEX POND E2 4.6 0 5.2 4.0 6.0 5.0 7.1 6.0 E1 60115 100. -1 3 *SUNSET PT RD. POND (SOUTH) E2 0.54 0 0.74 3.5 0.80 4.0 E1 60120 100. -1 4 *SUNSET PT RD. POND (NORTH) E2 0.32 0 0.53 4.5 0.69 8.0 0.75 9.0 E1 60130 100. -1 4 rtFP&L WETLAND/POND E2 0.1 0 0.5 3.5 2.7 4.0 4.7 5.0 *---------------------------------------------------------------------------------- * CHANNEL G *---------------------------------------------------------------------------------- E1 70014 100. -1 4 *DRY RETENTION POND E2 0.9 0 1.1 2.5 1.3 4.5 1.8 6.5 *---------------------------------------------------------------------------------- * CHANNEL H *----------------------------------------------- ----------------------------- E1 80075 100. -1 10 *CHANNEL H TREATMENT POND E2 7.5 0 8.53 1.6 9.3 2.6 10.02 3.6 11.01 4.6 11.35 5.6 11.7 6.6 12.04 7.6 12.64 8.6 14.0 10.1 E1 80100 100. -1 5 *SEDIMENT POND E2 0.73 0 0.92 2.0 1.17 4.0 1.41 6.0 2.4 10.0 . E1 H0108 100. -1 5 *POND April 30, 2013 Crimson Editor � R acpol00.dat 32 / 34 ' E2 0.85 0 0.9 0.6 1.1 2.6 1.33 3.6 1.7 4.6 El 80160 100. -1 4 *POND E2 1.68 0 1.86 1.2 2.16 3.2 2.31 4.2 *-------------------------------------------- ---------------------------- * CHANNEL J *------------------------------------------- ----------------------------- E1 90020 100. -1 7 *BORROW PIT @ RAILROAD E2 6.3 0 8.1 1.1 11.9 2.1 14.2 3.1 16.5 5.1 22.7 7.1 28.8 9.6 E1 90070 100. -1 4 *WALMART PONDS E2 0.7 0 0.9 2.3 1.1 5.3 1.3 6.3 *---------------------------------------------------------------------------------- '� DUMMY STORAGE NODES (TO ALLOW FOR ROAD OVERTOP CONDUITS) *------------------------------ --------------- ------------------------- E1 10140 200. 500 0 E1 10150 200. 500 0 E1 10233 200. 500 0 E1 10260 200. 500 0 E1 10270 200. 500 0 E1 10310 200. 500 0 E1 10350 200. 500 0 E1 10351 200. 500 0 E1 10353 200. 500 0 E1 10470 200. 500 0 E1 10490 200. 500 0 E1 10492 200. 500 0 El 10494 200. 500 0 E1 10496 200. 500 0 E1 10525 200. 500 0 E1 10547 200. 500 0 E1 10550 200. 500 0 E1 10570 200. 500 0 E1 20007 200. 500 0 E1 20010 200. 500 0 E1 20080 200. 500 0 E1 20160 200. 500 0 E1 20245 200. 500 0 E1 20260 200. 500 0 E1 30070 200. 500 0 El 30080 200. 500 0 E1 40030 200. 500 0 E1 40070 200. 500 0 E1 50020 200. 500 0 E1 50030 200. 500 0 E1 50035 200. 500 0 E1 50060 200. 500 0 E1 50064 200. 500 0 E1 50066 200. 500 0 E1 50068 200. 500 0 E1 50088 200. 500 0 E1 50089 200. 500 0 E1 50090 200. 500 0 E1 50094 200. 500 0 E1 50100 200. 500 0 E1 50110 200. 500 0 E1 50120 200. 500 0 E1 60035 200. 500 0 E1 80010 200. 500 0 E1 80020 200. 500 0 E1 80090 200. S00 0 E1 80150 200. 500 0 E1 90010 200. 500 0 April 30, 2013 Crimson Editor acpol00.dat 33 / 34 E1 90065 200. 500 0 � --------------------------------------------------------------------------------- � --------------------------------------------------------------------------------- * Gl CARD. ..WEIR DATA � NJUNCI NJUNC2 KWEIR YCREST YTOP WLEN COEF � � ______________________________________________________________________________________________ ------------ __________________________ G1 10010 10000 1 6.94 100 62.5 3.2 *ALLIGATOR LAKE OUTFALL WEIR G1 10010 10000 1 8.10 100 150. 2.6 *ALLIGATOR LAKE BANK OVERTOP G1 10010 10000 1 9.10 100 400. 2.6 *ALLIGATOR LAKE BANK OVERTOP G1 10010 10000 1 9.40 100 200. 2.6 �ALLIGATOR LAKE BANK OVERTOP G1 10025 10024 1 1.75 100 18.0 3.2 *MCMULLEN BOOTH RD POND N0. 5 CONTROL WEIR G1 10150 10140 1 4.9 100 4.4 3.2 *CLIFF STEPHENS PARK CONTROL WEIR (MODIFIED WEIR PER 2002 SURVEY) G1 10150 10140 1 6.8 100 7.4 3.2 *CLIFF STEPHENS PARK CONTROL WEIR (MODIFIED WEIR PER 2002 SURVEY) ri�*� G1 10499 10498 1 8.33 100 100 2.6 *BANK OVERTOP FLOOD COMP AREA TO RETENTION POND * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * CLIFF STEPHENS PARK SEDIMENTATION BASIN DESIGN (CONSTRUCTED 2002) * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * NEW SEDIMENTATION POND CONTROL WEIR; L=48' @ E�EV. 9.0' G1 10192 10190 1 2.0 100 48.0 2.8 *NEW SEDIMENTATION POND CONTROL WEIR * NEW SEDIMENTATION POND OVERBANK FLOW; L=300' @ ELEV. 15.0' G1 10192 10190 1 8.0 100 300 2.6 *NEW SEDIMENTATION POND OVERBANK FLOW * NEW SEDIMENTATION POND DIVERSION WEIR; L=24' @ ELEV. 13.0' G1 10195 10190 1 5.5 100 24 2.8 *NEW SEDIMENTATION POND DIVERSION WEIR G1 10195 10190 1 8.0 100 200 2.6 *OVERBANK FLOW TO CLIFF STEPHENS PARK G1 10195 10192 1 8.0 100 50 2.6 *BANK OVERTOP AT DIVERSION CULVERT * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- G1 10206 10204 1 6.5 100 100 0.5 *WETLAND OVERBANK G1 10232 10230 1 2.4 100 2.0 2.3 *CLEARWATER COLLECTION CENTER POND #3 OUTFALL WEIR/WASHOUT G1 10232 10230 1 6.9 100 60.0 2.6 *CLEARWATER COLLECTION CENTER POND #3 OVERBANK G1 10234 10233 1 0.65 100 10.0 3.2 *CLEARWATER COLLECTION CENTER POND #1 CONTROL WEIR G1 10234 10232 1 3.5 100 100 0.5 *CLEARWATER COLLECTION CENTER POND #1 OVERBANK FLOW G1 10530 10525 1 6.2 100 50.0 3.0 *CHANNEL A DETENTION POND OVERFLOW SPILLWAY G1 10555 10550 1 0.2 100 6.0 3.2 *CHANNEL A CHANNEL CONTROL WEIR * ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * MOCCASIN LAKE PARK SEDIMENTATION BASIN DESIGN (CONSTRUCTED 2001) * __________________________________________________________ � NEW MOCCASIN LAKE PARK SEDIMENT TRAP CONTROL WEIR; �=36' @ ELEV 27 1 G1 20050 20045 1 1.4 100 36.0 3.2 *SEDIMENT TRAP OUTFALL WEIR G1 20050 10204 1 4.8 100 350. 2.6 TMSEDIMENT TRAP OVERBANK FLOW * _______________________________________________________________ G1 20215 20210 1 3.5 100 50.0 2.6 *KEN MARK FORD POND BANK OVERFLOW G1 20242 20240 1 1.9 100 14.0 2.8 *WETLAND OVERFLOW WEIR G1 20250 20245 1 2.6 100 6.5 3.1 *LAKE CHAUTAUQUA OUTFALL WEIR G1 20250 20245 1 4.6 100 40.0 2.6 *LAKE CHAUTAUQUA OUTFALL WEIR G1 20255 20250 1 0.5 100 100 0.5 *WETLAND OVERBANK FLOW G1 30075 30070 1 0 100 3.0 2.8 *CHANNEL C DETENTION FACILITY CONTROL WEIR G1 30075 30070 1 1.75 100 16.0 3.1 *CHANNEL C DETENTION FACILITY CONTROL WEIR G1 30075 30070 1 3.75 100 80.0 2.6 �CHANNEL C DETENTION FACILITY CONTROL WEIR OVERBANK G1 50087 50085 1 1.2 100 64.0 2.8 *OLD HARBOR PLACE BORROW PIT OUTFALL WEIR G1 50087 50085 1 1.7 100 80.0 2.6 *O�D HARBOR PLACE BORROW PIT OUTFALL WEIR G1 50095 50094 1 3.07 100 10.0 3.2 *OLD HARBOR PLACE WETLAND OUTFALL WEIR G1 50095 50090 1 3.8 100 200. 2.6 *OLD HARBOR PLACE WETLAND OVERBANK FLOW G1 50105 50100 1 2.11 100 19.0 3.2 *MCMULLEN BOOTH RD POND #6 OUTFALL WEIR G1 60105 60100 1 3.5 100 200 2.3 *CAMERON LAKE APT COMPLEX POND OVERBANK FLOW G1 60115 60110 1 3.5 100 40.0 2.6 *SUNSET PT RD SOUTH POND OVERBANK WEIR G1 60120 60115 1 5.5 100 2.8 3.2 *SUNSET PT RD NORTH POND OVERFLOW WEIR G1 60120 60110 1 4.5 5.5 6.0 3.2 *SUNSET PT RD NORTH POND OVERFLOW WEIR/ORIFICE G1 80050 80040 1 3.0 100 10.5 3.2 *CHANNEL H DITCH BLOCK WEIR G1 80050 80040 1 7.8 100 44.0 3.2 *CHANNEL H DITCH BLOCK WEIR OVERTOP • G1 8�100 80090 1 0.36 100 4 3.2 *SEDIMENT POND WEIR april 30, 2013 Crimson Editor . s acpol00.dat 34 / 34 • G1 80100 80090 1 5.86 100 80 2.3 *SEDIMENT POND WEIR OVERBANK G1 80075 10290 1 7.9 100 86 3.0 �CHANNEL H POND EMERGENCY SPILLWAY G1 90020 10245 1 7.6 100 500 2.6 �`BORROW PIT OVERTOP OF RAILROAD G1 90070 90065 1 2.3 100 3.0 3.2 �`WALMART POND OUTFALL WEIR G1 90070 90065 1 3.8 100 14.0 3.2 *WALMART POND OUTFALL WEIR * --------------------------------------------------------------------------------- � --------------------------------------------------------------------------------- * Il CARD. . OUTFALLS WITHOUT TIDE GATES * JFREE NBCF * '� --------------------------------------------------------------------------------- -------------------------------------------- ------------------------------- zl 99999 1 * --------------------------------------------------------------------------------- � --------------------------------------------------------------------------------- * J1 CARD. . BOUNDARY CONDITIONS TYPE * NTIDE * �` --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- J1 2 '� --------------------------------------------------------------------------------- � --------------------------------------------------------------------------------- * J2 CARD. . BOUNDARY TIDE/TAILWATER CONDITIONS * Al * * --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- ]2 2.0 $ENDPROGRAM april 30, 2013 Crimson Editor ' PROJECT NO. 201322 . APPENDIX F Textl 1`/ 6 ��**��*��:*��*�***�x��*��,�*��*�** '�` J U N C T I O N 5 U M M A R Y 5 T A T I S T I C S �` i��i��,t*�**t��,r��-��*�t��*t��i.r�i�t��t��t��•�t�i�i�t��***�� r ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN ]UNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) % CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SQ.FT) -------- --------- ---------- -------- --------- -------- --------- --------- ------------ --------- -------- -------- 99999 100.00 6.00 2.00 0.0000 2.00 0 0 0.00 98.00 0.0 0.0 5.672E+04 10000 100.00 10.00 2.07 0.0000 2.26 16 57 0.00 97.74 0.0 0.0 2.707e+04 10010 100.00 100.00 6.56 0.0000 7.98 16 57 0.00 92.02 0.0 0.0 5.619e+06 10020 100.00 17.00 8.35 0.0004 11.86 16 39 0.00 88.14 0.0 0.0 2.119e+05 10024 100.00 13.50 9.29 0.0011 12.64 12 3 0.00 87.36 0.0 0.0 3.296e+02 10025 100.00 100.00 11.57 0.0000 12.98 12 3 0.00 87.02 0.0 0.0 3.663e+04 10030 100.00 15.20 8.91 0.0004 13.24 16 38 0.00 86.76 0.0 0.0 9.518E+04 10040 100.00 18.90 8.96 0.0004 13.35 16 37 0.00 86.65 0.0 0.0 3.807E+04 10050 100.00 21.10 9.28 0.0004 14.08 16 37 0.00 85.92 0.0 0.0 6.168E+04 10060 100.00 29.30 9.89 0.0003 15.19 16 32 0.00 84.81 0.0 0.0 8.052E+04 10062 100.00 100.00 34.40 0.0001 38.74 12 36 0.00 61.26 0.0 0.0 7.731E+04 10070 100.00 24.10 10.86 0.0004 16.60 16 31 0.00 83.40 0.0 0.0 8.980E+04 10080 100.00 27.20 11.99 0.0004 17.53 16 31 0.00 82.47 0.0 0.0 3.756E+04 10090 100.00 22.00 12.59 0.0007 18.32 16 30 0.00 81.68 0.0 0.0 8.516E+04 10100 100.00 22.30 12.75 0.0007 18.55 16 30 0.00 81.45 0.0 0.0 1.011E+05 10110 100.00 21.40 12.83 0.0007 18.57 16 29 0.00 81.43 0.0 0.0 3.345E+05 10112 100.00 100.00 13.02 0.0001 18.57 16 27 0.00 81.43 0.0 0.0 1.329E+06 10120 100.00 20.90 13.26 0.0013 19.05 16 13 0.00 80.95 0.0 0.0 2.585E+05 10130 100.00 21.00 13.40 0.0016 19.08 16 13 0.00 80.92 0.0 0.0 1.280E+05 10140 200.10 200.00 13.98 0.0004 19.48 16 12 0.00 180.62 0.0 0.0 9.660E+04 10150 200.10 200.00 14.82 0.0013 21.44 15 50 0.00 178.66 0.0 0.0 1.271e+05 10160 100.00 27.00 15.05 0.0084 21.81 15 46 0.00 78.19 0.0 0.0 1.781e+05 10170 100.00 100.00 15.26 0.0004 21.94 15 49 0.00 78.06 0.0 0.0 8.587E+05 10180 100.00 100.00 15.27 0.0004 21.95 15 48 0.00 78.05 0.0 0.0 4.761E+05 10190 100.00 100.00 15.32 0.0001 21.94 15 46 0.00 78.06 0.0 0.0 8.937E+05 10192 100.00 100.00 15.35 0.0001 21.96 15 46 0.00 78.04 0.0 0.0 6.830E+04 10195 100.00 23.00 15.47 0.0007 22.08 15 46 0.00 77.92 0.0 0.0 3.700E+05 10200 100.00 24.50 16.19 0.0007 22.43 15 27 0.00 77.57 0.0 0.0 5.519E+05 10204 100.00 100.00 17.27 0.0001 22.43 15 25 0.00 77.57 0.0 0.0 9.688E+05 10206 100.00 100.00 19.24 0.0001 22.45 15 30 0.00 77.55 0.0 0.0 1.517e+05 10210 100.00 33.90 16.69 0.0004 22.86 14 50 0.00 77.14 0.0 0.0 4.334e+05 10220 100.00 35.30 17.52 0.0004 23.45 14 19 0.00 76.55 0.0 0.0 2.212e+05 10230 100.00 33.80 19.43 0.0005 24.51 14 6 0.00 75.49 0.0 0.0 1.301E+05 10232 100.00 100.00 21.43 0.0001 25.41 12 7 0.00 74.59 0.0 0.0 2.666E+05 10233 200.10 200.00 21.49 0.0000 26.00 12 21 0.00 174.10 0.0 0.0 1.991E+03 10234 100.00 100.00 23.43 0.0001 26.08 12 22 0.00 73.92 0.0 0.0 4.850E+04 10240 100.00 33.90 20.78 0.0005 25.63 13 55 0.00 74.37 0.0 0.0 3.757e+05 10245 100.00 100.00 20.78 0.0001 25.68 13 55 0.00 74.32 0.0 0.0 1.976E+05 1 ,��t�s��**,r*��:��:��,��i�t�i�t�t�t��,r��*��i<i��*��,x " J U N C T I O N S U M M A R Y 5 T A T I 5 T I C 5 �` i�ic i�fe 4c ie fe i�4 ir i�'F i�4 i ir ie ic f:��ie ic ie ir ii ic'x ir ic i�i�ie ie ir ie ir ir ir ir ir ie>k ie',e'�ie ic ic ie�i:ie i�ic ie ie Y i�i� ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION ]UNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION ]UNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) % CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SQ.FT) -------- --------- ---------- -------- --------- -------- --------- --------- ------------ --------- -------- -------- April 30, 2013 rextl 2�/ 6 10250 100.00 28.50 21.49 0.0007 26.34 13 12 0.00 73.66 0.0 0.0 2.704E+05 10260 200.10 200.00 21.91 0.0000 26.38 13 12 0.00 173.72 0.0 0.0 1.406E+06 10270 200.10 200.00 22.23 0.0000 26.59 13 13 0.00 173.51 0.0 0.0 3.668e+05 • 10280 100.00 30.50 22.36 0.0006 26.64 13 14 0.00 73.36 0.0 0.0 2.917E+05 10290 100.00 29.90 22.91 0.0007 27.53 12 43 0.00 72.47 0.0 0.0 5.225e+05 10300 100.00 31.30 23.92 0.0007 28.36 12 40 0.00 71.64 0.0 0.0 6.335e+05 10310 200.10 200.00 25.17 0.0001 29.80 12 32 0.00 170.30 0.0 0.0 3.565e+05 10320 100.00 33.20 25.33 0.0007 30.22 12 31 0.00 69.78 0.0 0.0 2.789e+05 10330 100.00 38.90 26.11 0.0006 31.66 12 31 0.00 68.34 0.0 0.0 2.530e+05 10340 100.00 39.00 26.40 0.0007 34.16 12 30 0.00 65.84 0.0 0.0 6.087e+04 10350 200.10 200.00 28.89 0.0001 36.98 12 28 0.00 163.12 0.0 0.0 1.669e+05 10351 200.10 200.00 38.08 0.0001 46.11 12 0 0.00 153.99 0.0 0.0 2.739E+04 10352 100.00 54.00 42.02 0.0023 50.69 12 0 0.00 49.31 0.0 0.0 5.183E+04 10353 200.10 200.00 50.78 0.0001 62.00 12 0 0.00 138.10 0.0 0.0 2.372E+04 10354 100.00 70.50 56.49 0.0037 67.17 12 2 0.00 32.83 0.0 0.0 1.131E+05 10355 100.00 71.00 58.80 0.0027 68.46 12 2 0.00 31.54 0.0 0.0 8.112E+04 10356 100.00 72.40 61.17 0.0020 69.35 12 2 0.00 30.65 0.0 0.0 7.553E+04 10357 100.00 73.00 63.01 0.0008 69.84 12 1 0.00 30.16 0.0 0.0 6.036E+04 10358 100.00 100.00 68.26 0.0000 69.37 12 17 0.00 30.63 0.0 0.0 1.163E+05 10359 100.00 100.00 68.49 0.0000 69.25 17 39 0.00 30.75 0.0 0.0 6.739E+05 10360 100.00 43.60 29.80 0.0007 37.33 12 28 0.00 62.67 0.0 0.0 1.632E+05 10370 100.00 47.30 34.06 0.0006 40.88 12 27 0.00 59.12 0.0 0.0 2.675E+05 10380 100.00 44.90 35.15 0.0007 41.35 12 27 0.00 58.65 0.0 0.0 8.466E+04 10385 100.00 45.00 35.39 0.0008 42.09 12 23 0.00 57.91 0.0 0.0 8.659E+04 10390 100.00 48.50 36.73 0.0006 42.32 12 21 0.00 57.68 0.0 0.0 4.832E+04 10400 100.00 49.00 37.25 0.0009 44.56 12 19 0.00 55.44 0.0 0.0 3.630E+04 10410 100.00 49.30 38.88 0.0007 44.59 12 20 0.00 55.41 0.0 0.0 4.707E+04 10420 100.00 51.00 40.63 0.0006 45.56 12 30 0.00 54.44 0.0 0.0 2.416E+05 10430 100.00 52.00 44.86 0.0007 49.15 12 23 0.00 50.85 0.0 0.0 2.281E+05 10440 100.00 52.10 45.48 0.0007 49.30 12 16 0.00 50.70 0.0 0.0 1.117E+05 10450 100.00 53.40 45.85 0.0007 50.23 12 14 0.00 49.77 0.0 0.0 1.103E+05 10460 100.00 53.50 46.26 0.0007 50.60 12 8 0.00 49.40 0.0 0.0 8.968E+04 10470 200.10 200.00 46.42 0.0001 50.89 12 7 0.00 149.21 0.0 0.0 8.095E+04 10480 100.00 56.30 46.61 0.0007 51.94 13 3 0.00 48.06 0.0 0.0 4.687E+04 10490 200.10 200.00 46.78 0.0001 52.01 13 3 0.00 148.09 0.0 0.0 5.012E+04 10492 200.10 200.00 50.28 0.0001 61.92 12 1 0.00 138.18 0.0 0.0 6.641E+04 10494 200.10 200.00 61.45 0.0001 69.89 12 0 0.00 13U.21 0.0 0.0 1.222e+04 10496 200.10 200.00 63.01 0.0001 68.67 12 0 0.00 131.43 0.0 0.0 2.528e+04 � 10498 100.00 100.00 51.29 0.0000 52.01 13 4 0.00 47.99 0.0 0.0 3.996E+04 1 t�,�i�t�t��x,t��*��*t��:�t��:��t�i�t:,��,x,t��*��<��*3�i��x��*�� i° J U N C T I O N 5 U M M A R Y 5 T A T I 5 T I C S * ieisicieie>4ki ira4fetcicirtcir�kiricir�:��i:iii�ir�ri�ieic�lcieiei��i�iriri�ku�4ieie'x��icir�i��cirieiririeiea4 ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF ]UNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) 90 CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SQ.FT) -------- --------- ---------- -------- --------- -------- --------- --------- ------------ --------- -------- -------- 10499 100.00 100.00 46.78 0.0002 52.01 13 4 0.00 47.99 0.0 0.0 6.350E+04 10500 100.00 52.10 46.80 0.0016 52.05 13 6 0.00 47.95 0.0 0.0 3.099E+04 10505 100.00 53.50 46.80 0.0014 52.06 13 6 0.00 47.94 0.0 0.0 5.999E+04 10510 100.00 54.90 46.87 0.0011 52.17 13 12 0.00 47.83 0.0 0.0 7.873E+04 10520 100.00 55.00 46.92 0.0015 52.18 13 13 0.00 47.82 0.0 0.0 4.129E+04 10525 200.10 200.00 46.95 0.0001 52.22 13 15 0.00 147.88 0.0 0.0 2.458E+04 10530 100.00 100.00 47.17 0.0001 52.35 13 17 0.00 47.65 0.0 0.0 4.682E+05 10540 100.00 100.00 48.17 0.0001 52.36 13 16 0.00 47.64 0.0 0.0 4.249E+05 10542 100.00 53.50 48.44 0.0009 52.36 13 17 0.00 47.64 0.0 0.0 4.503E+04 10544 100.00 59.90 53.43 0.0003 54.58 12 1 0.00 45.42 0.0 0.0 6.629e+03 10546 100.00 60.00 54.42 0.0005 56.30 12 0 0.00 43.70 0.0 0.0 1.144e+04 10547 200.10 200.00 55.04 0.0000 56.61 12 31 0.00 143.49 0.0 0.0 4.095E+03 april 30, 2013 Textl 3r 6 / 10548 100.00 63.40 56.26 0.0006 59.41 13 4 0.00 40.59 0.0 0.0 6.242E+03 10549 100.00 100.00 57.93 0.0001 59.48 13 4 0.00 40.52 0.0 0.0 2.692E+05 10550 200.10 200.00 48.28 0.0001 52.36 13 17 0.00 147.74 0.0 0.0 7.243E+02 « 10555 100.00 55.20 48.86 0.0007 52.37 13 16 0.00 47.63 0.0 0.0 9.756E+04 10560 100.00 54.90 49.19 0.0008 52.70 12 30 0.00 47.30 0.0 0.0 2.375E+05 10570 200.10 200.00 49.23 0.0000 52.79 12 27 0.00 147.31 0.0 0.0 1.462e+05 10580 100.00 58.10 49.52 0.0008 54.69 12 4 0.00 45.31 0.0 0.0 3.147e+04 10590 100.00 58.60 50.97 0.0007 54.71 12 4 0.00 45.29 0.0 0.0 2.680e+04 10600 100.00 100.00 51.44 0.0001 54.72 12 5 0.00 45.28 0.0 0.0 1.091e+05 20005 100.00 23.50 16.32 0.0041 21.97 15 44 0.00 78.03 0.0 0.0 1.379e+05 20007 200.10 200.00 16.71 0.0004 22.03 15 44 0.00 178.07 0.0 0.0 6.963e+04 20010 200.10 200.00 16.97 0.0003 22.07 15 45 0.00 178.03 0.0 0.0 1.178e+05 20030 100.00 25.80 18.67 0.0007 22.18 15 39 0.00 77.82 0.0 0.0 3.616e+05 20045 100.00 34.00 26.21 0.0004 28.25 12 10 0.00 71.75 0.0 0.0 1.879E+05 20050 100.00 100.00 28.28 0.0001 30.70 12 3 0.00 69.30 0.0 0.0 6.815E+04 20053 100.00 53.00 46.50 0.0005 48.86 12 23 0.00 51.14 0.0 0.0 7.190E+03 20055 100.00 100.00 52.00 0.0000 53.69 12 22 0.00 46.31 0.0 0.0 2.432e+05 20060 100.00 40.40 30.38 0.0006 34.55 12 2 0.00 65.45 0.0 0.0 1.489E+04 20065 100.00 43.00 32.61 0.0005 36.40 12 0 0.00 63.60 0.0 0.0 8.259e+03 20070 100.00 53.40 37.68 0.0002 39.87 12 0 0.00 60.13 0.0 0.0 2.558E+03 20080 200.10 200.00 39.16 0.0001 45.31 12 36 0.00 154.79 0.0 0.0 4.633e+03 20085 100.00 55.30 44.69 0.0008 51.00 13 0 �.00 49.00 0.0 0.0 2.575E+04 20090 100.00 59.10 48.91 0.0005 51.81 13 0 0.00 48.19 0.0 0.0 6.467E+03 20100 100.00 58.50 50.79 0.0007 55.28 13 7 0.00 44.72 0.0 0.0 2.975E+05 20110 100.00 58.20 52.09 0.0007 55.53 13 11 0.00 44.47 0.0 0.0 4.691E+05 20120 100.00 58.00 52.51 0.0007 55.69 13 11 0.00 44.31 0.0 0.0 3.999E+05 20130 100.00 59.30 52.87 0.0006 55.75 13 10 0.00 44.25 0.0 0.0 1.459E+05 1 t<i�a��*�*��**�*��t��fr��*��i��a«*�� i` J U N C T I O N 5 U M M A R Y 5 T A T I 5 T I C S � ��*��*�**��*��*��*��**��*�� ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION ]UNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION )UNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) % CHANGE �FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SQ.FT) -------- --------- ---------- -------- --------- -------- --------- --------- ------------ --------- -------- -------- 20140 100.00 62.20 54.24 0.0004 56.31 13 1 0.00 43.69 0.0 0.0 7.906E+03 20150 100.00 62.30 55.20 0.0006 58.56 12 56 0.00 41.44 0.0 0.0 8.213E+04 20160 200.10 200.00 55.99 0.0000 58.78 13 2 0.00 141.32 0.0 0.0 6.261E+04 20170 100.00 66.20 56.70 0.0006 61.35 13 12 0.00 38.65 0.0 0.0 2.522E+05 20180 100.00 65.80 57.32 0.0006 61.35 13 12 0.00 38.65 0.0 0.0 3.243e+05 20190 100.00 72.30 62.37 0.0004 65.23 11 56 0.00 34.77 0.0 0.0 6.235E+04 20200 100.00 78.13 68.75 0.0005 72.24 12 0 0.00 27.76 0.0 0.0 2.104E+04 20210 100.00 77.30 70.30 0.0007 73.96 12 0 0.00 26.04 0.0 0.0 3.180e+04 20215 100.00 100.00 74.07 0.0002 77.31 12 0 0.00 22.69 0.0 0.0 2.485E+04 20220 100.00 90.40 82.07 0.0002 83.10 13 11 0.00 16.90 0.0 0.0 6.921E+03 20230 100.00 100.00 82.71 0.0002 85.32 13 10 0.00 14.68 0.0 0.0 2.072E+05 20240 100.00 91.50 84.63 0.0003 86.37 12 30 0.00 13.63 0.0 0.0 1.641E+04 20242 100.00 100.00 85.60 0.0002 87.42 12 35 0.00 12.58 0.0 0.0 2.700E+05 20245 200.10 200.00 85.26 0.0000 86.89 24 0 0.00 113.21 0.0 0.0 6.245E+02 20250 100.00 100.00 85.45 0.0001 86.91 24 0 0.00 13.09 0.0 0.0 4.907E+06 20255 100.00 100.00 86.37 0.0001 87.41 12 30 0.00 12.59 0.0 0.0 3.O10E+05 20260 200.10 200.00 86.21 0.0000 88.73 12 41 0.00 111.37 0.0 0.0 6.565E+04 20262 100.00 91.40 86.22 0.0006 88.91 12 43 0.00 11.09 0.0 0.0 5.237E+04 20270 100.00 100.00 86.79 0.0002 88.92 12 43 0.00 11.08 0.0 0.0 5.142E+05 20280 100.00 100.00 94.02 0.0004 95.85 12 34 0.00 4.15 0.0 0.0 1.685E+05 30010 100.00 50.60 37.84 0.0006 43.58 12 15 0.00 56.42 0.0 0.0 6.852E+04 30020 100.00 49.30 40.35 0.0008 46.31 12 14 0.00 53.69 0.0 0.0 4.680E+04 30030 100.00 52.70 43.45 0.0007 48.30 12 13 0.00 51.70 0.0 0.0 2.592E+04 30040 100.00 58.90 44.13 0.0007 51.86 12 12 0.00 48.14 0.0 0.0 2.376E+04 April 30, 2013 Textl �1 / 6 30050 100.00 59.00 47.58 0.0009 55.72 12 11 0.00 44.28 0.0 0.0 6.311e+04 30060 100.00 59.50 50.36 0.0009 57.01 12 13 0.00 42.99 0.0 0.0 8.615E+04 30070 200.10 200.00 52.78 0.0001 59.31 12 10 0.00 140.79 0.0 0.0 5.285e+03 ' 30075 100.00 100.00 55.44 0.0001 59.35 12 11 0.00 40.65 0.0 0.0 1.617E+05 30080 200.10 200.00 55.83 0.0001 61.02 12 9 0.00 139.08 0.0 0.0 1.829E+04 30090 100.00 68.50 56.23 0.0008 63.87 12 11 0.00 36.13 0.0 0.0 2.484E+05 30100 100.00 100.00 59.17 0.0003 67.16 12 7 0.00 32.84 0.0 0.0 1.849e+05 30120 100.00 100.00 81.76 0.0001 83.29 13 25 0.00 16.71 0.0 0.0 2.738e+05 40010 100.00 55.00 44.77 0.0014 51.85 12 0 0.00 48.15 0.0 0.0 2.016e+04 40030 200.10 200.00 46.39 0.0001 52.79 12 3 0.00 147.31 0.0 0.0 3.825e+04 40040 100.00 54.30 48.68 0.0008 53.25 12 2 0.00 46.75 0.0 0.0 3.626E+04 40050 100.00 56.10 49.28 0.0007 53.75 12 1 0.00 46.25 0.0 0.0 4.173E+04 40060 100.00 56.20 49.52 0.0007 53.75 12 1 0.00 46.25 0.0 0.0 3.617E+04 40070 200.10 200.00 50.46 0.0000 54.20 12 0 0.00 145.90 0.0 0.0 9.546E+03 40080 100.00 62.10 52.44 0.0005 55.45 12 30 0.00 44.55 0.0 0.0 1.279e+03 1 ��t��****��:��*��t�� * J U N C T I O N S U M M A R Y 5 T A T I S T I C S �` ir ir�c x ie ek ie a4 i ie ie i�4e ir ie ie te ic Y i<sk ir ir ie i<ir ir'x ic ic ic ic ir�c ic��r ir�4 i�ic is at ir ir i i�ir ir ir ir ic s4 ic ir ic ic i�4 a4 AL�IGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH �ENGTH MAXIMUM GROUND PIPE CROWN ]UNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) % CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SQ.FT) -- - ---------- -------- --------- -------- --------- --------- ------------ -- 40090 100.00 100.00 54.96 0.0001 56.94 15 7 0.00 43.06 0.0 0.0 1.018E+06 40100 100.00 100.00 59.66 0.0000 60.89 23 41 0.00 39.11 0.0 0.0 2.392E+06 50010 100.00 15.60 7.33 0.0006 12.19 12 49 0.00 87.81 0.0 0.0 4.560E+04 50015 100.00 15.80 8.14 0.0007 13.06 12 48 0.00 86.94 0.0 0.0 3.130E+04 50020 200.10 200.00 8.36 0.0000 13.30 12 48 0.00 186.80 0.0 0.0 1.313E+04 50030 200.10 200.00 9.89 0.0001 18.56 12 48 0.00 181.54 0.0 0.0 1.460E+05 50035 200.10 200.00 11.10 0.0001 18.60 12 48 0.00 181.50 0.0 0.0 1.273e+05 50040 100.00 21.90 13.40 0.0020 18.63 12 47 0.00 81.37 0.0 0.0 6.413e+04 50050 100.00 22.00 14.73 0.0007 18.73 12 47 0.00 81.27 0.0 0.0 2.811E+05 50060 200.10 200.00 15.64 0.0000 19.64 12 46 0.00 180.46 0.0 0.0 3.898E+05 50062 100.00 26.50 18.10 0.0007 22.85 12 0 0.00 77.15 0.0 0.0 1.770E+04 50064 200.10 200.00 31.62 0.0000 33.21 12 0 0.00 166.89 0.0 0.0 7.011E+03 50066 200.10 200.00 33.19 0.0001 41.70 12 0 0.00 158.40 0.0 0.0 7.099E+03 50068 200.10 200.00 39.85 0.0001 46.23 12 0 0.00 153.87 0.0 0.0 7.451E+03 50069 100.00 100.00 46.73 0.0001 48.50 13 52 0.00 51.50 0.0 0.0 2.810E+05 50070 100.00 21.80 15.85 0.0008 19.86 12 45 0.00 80.14 0.0 0.0 1.472E+05 50080 100.00 21.90 16.15 0.0008 19.88 12 45 0.00 80.12 0.0 0.0 2.348E+05 50085 100.00 23.00 17.62 0.0007 20.73 12 36 0.00 79.27 0.0 0.0 2.086e+05 50087 100.00 100.00 19.52 0.0000 20.80 12 37 0.00 79.20 0.0 0.0 4.827e+05 50088 200.10 200.00 17.80 0.0000 22.05 12 33 0.00 178.05 0.0 0.0 5.323E+03 50089 200.10 200.00 18.10 0.0000 23.25 12 34 0.00 176.85 0.0 0.0 9.881E+04 50090 200.10 200.00 18.30 0.0000 23.51 12 33 0.00 176.59 0.0 0.0 7.682E+04 50094 200.10 200.00 18.31 0.0000 23.52 12 33 0.00 176.58 0.0 0.0 6.749e+02 50095 100.00 100.00 20.53 0.0000 23.52 12 34 0.00 76.48 0.0 0.0 2.248e+05 50100 200.10 200.00 18.68 0.0000 24.16 12 1 0.00 175.94 0.0 0.0 8.325e+04 50105 100.00 100.00 21.65 0.0000 24.28 12 0 0.00 75.72 0.0 0.0 3.392E+04 50110 200.10 200.00 20.26 0.0000 24.55 12 1 0.00 175.55 0.0 0.0 5.478E+04 50120 200.10 200.00 20.73 0.0000 25.62 12 0 0.00 174.48 0.0 0.0 1.581E+04 50130 100.00 33.90 22.15 0.0018 30.04 12 0 0.00 69.96 0.0 0.0 1.455E+04 50140 100.00 35.70 23.25 0.0066 31.10 12 0 0.00 68.90 0.0 0.0 1.512E+04 50150 100.00 37.40 26.66 0.0013 32.65 12 0 0.00 67.35 0.0 0.0 1.274E+04 50160 100.00 38.90 30.21 0.0010 34.37 12 0 0.00 65.63 0.0 0.0 1.289E+04 50170 100.00 39.00 32.57 0.0006 35.70 12 30 0.00 64.30 0.0 0.0 1.973E+04 50175 100.00 48.20 40.50 0.0004 42.76 12 36 0.00 57.24 0.0 0.0 7.211E+03 50180 100.00 100.00 43.42 0.0000 44.89 12 35 0.00 55.11 0.0 0.0 3.275E+05 60010 100.00 43.80 33.94 0.0006 38.74 12 19 0.00 61.26 0.0 0.0 6.666E+03 April 30, 2013 Textl ! / 6 60020 100.00 43.80 34.95 0.0008 40.96 12 18 0.00 59.04 0.0 0.0 9.776E+04 60030 100.00 51.40 40.79 0.0005 44.94 12 20 0.00 55.06 0.0 0.0 5.612E+04 60035 200.10 200.00 41.99 0.0001 48.45 12 16 0.00 151.65 0.0 0.0 2.523e+04 M 1 r�t��tt��,r*��t��:�*��:��i<,��t�t��*�,r**��t��a�,rs��x*�t �` J U N C T I O N 5 U M M A R Y 5 T A T I 5 T I C 5 * a�,��i�xx�x,r*�t,t��t*�,t�t;��:��x��x��t�r�t�>t��,r,t��*��:��t��t«K t*,�� ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION 7UNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) % CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SQ.FT) -------- --------- ---------- -------- --------- -------- --------- --------- ------------ --------- -------- -------- 60040 100.00 53.10 43.36 0.0007 48.47 12 16 0.00 51.53 0.0 0.0 9.174e+03 60050 100.00 53.20 43.89 0.0008 50.15 12 14 0.00 49.85 0.0 0.0 3.514E+04 60060 100.00 55.90 47.27 0.0006 51.65 12 13 0.00 48.35 0.0 0.0 1.140E+04 60070 100.00 56.00 48.43 0.0008 52.97 12 15 0.00 47.03 0.0 0.0 2.248E+04 60080 100.00 56.90 49.03 0.0008 54.41 12 15 0.00 45.59 0.0 0.0 4.374e+04 60082 100.00 60.40 54.26 0.0004 55.86 12 38 0.00 44.14 0.0 0.0 2.727E+03 60084 100.00 100.00 54.68 0.0001 56.88 12 37 0.00 43.12 0.0 0.0 2.256E+05 60090 100.00 57.90 49.68 0.0008 54.94 12 9 0.00 45.06 0.0 0.0 4.516E+04 60092 100.00 58.00 51.07 0.0007 55.02 12 14 0.00 44.98 0.0 0.0 8.297E+04 60100 100.00 56.00 51.30 0.0010 55.42 12 10 0.00 44.58 0.0 0.0 7.317E+04 60105 100.00 100.00 52.94 0.0001 55.48 12 8 0.00 44.52 0.0 0.0 2.842E+05 60110 100.00 58.75 53.57 0.0005 55.65 12 32 0.00 44.35 0.0 0.0 4.527E+03 60115 100.00 100.00 54.65 0.0001 57.97 12 39 0.00 42.03 0.0 0.0 3.469e+04 60120 100.00 100.00 66.08 0.0002 69.76 12 6 0.00 30.24 0.0 0.0 3.206E+04 60130 100.00 100.00 69.01 0.0002 72.71 12 4 0.00 27.29 0.0 0.0 3.868E+05 70010 100.00 27.20 17.29 0.0006 22.07 15 46 0.00 77.93 0.0 0.0 1.878E+05 70012 100.00 24.50 17.73 0.0008 22.07 15 48 0.00 77.93 0.0 0.0 7.222E+04 70014 100.00 100.00 18.45 0.0001 22.07 15 48 0.00 77.93 0.0 0.0 1.052E+05 70020 100.00 25.50 17.68 0.0007 22.07 15 44 0.00 77.93 0.0 0.0 1.380E+05 70030 100.00 26.90 18.37 0.0008 22.08 15 46 0.00 77.92 0.0 0.0 2.076E+04 80010 200.10 200.00 22.24 0.0000 26.58 13 11 0.00 173.52 0.0 0.0 1.084E+05 80012 100.00 27.50 22.28 0.0008 26.58 13 12 0.00 73.42 0.0 0.0 4.717E+04 80020 200.10 200.00 22.34 0.0000 26.58 13 12 0.00 173.52 0.0 0.0 1.151E+05 80030 100.00 28.10 22.34 0.0008 26.59 13 12 0.00 73.41 0.0 0.0 1.lO1E+05 80040 100.00 30.40 22.38 0.0007 26.59 13 12 0.00 73.41 0.0 0.0 4.655E+04 80050 100.00 29.00 23.01 0.0018 27.29 12 46 0.00 72.71 0.0 0.0 1.489E+04 80060 100.00 29.00 23.06 0.0075 27.63 12 41 0.00 72.37 0.0 0.0 7.366E+04 80070 100.00 29.00 23.12 0.0071 27.77 12 40 0.00 72.23 0.0 0.0 8.509e+04 80075 100.00 100.00 23.12 0.0001 27.72 12 41 0.00 72.28 0.0 0.0 5.813e+05 80080 100.00 33.83 25.07 0.0008 29.38 12 3 0.00 70.62 0.0 0.0 1.668E+04 80090 200.10 200.00 26.78 0.0000 30.16 12 3 0.00 169.94 0.0 0.0 1.794E+04 80100 100.00 100.00 27.84 0.0001 33.61 12 4 0.00 66.39 0.0 0.0 1.320e+05 80105 100.00 44.70 28.63 0.0004 33.72 12 4 0.00 66.28 0.0 0.0 4.314E+04 80108 100.00 100.00 32.06 0.0001 34.49 12 56 0.00 65.51 0.0 0.0 5.289E+04 80110 100.00 52.77 37.16 0.0006 44.38 12 0 0.00 55.62 0.0 0.0 1.109E+04 80120 100.00 52.70 37.76 0.0020 49.78 12 0 0.00 50.22 0.0 0.0 8.698E+04 80130 100.00 57.10 48.61 0.0008 54.03 12 1 0.00 45.97 0.0 0.0 7.631E+04 80140 100.00 64.90 52.59 0.0013 60.63 12 0 0.00 39.37 0.0 0.0 4.036E+04 80150 200.10 200.00 57.03 0.0000 61.36 12 0 0.00 138.74 0.0 0.0 8.619E+03 1 ,•�i�,�<��*,rt��,t��•x��t�t�*��:�t��i�t�Ka�t��,��*��t�i�t�t��*�*,x '° J U N C T I O N 5 U M M A R Y 5 T A T I S T I C S * K��,r��t�t�t��•�•��x��x�t�K��t��,t*��*��:***��t�t��*��t ALLIGATOR CREEK WATERSHED MANAGEMENT PLAN (741350) 100-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING 2003 CONDITIONS April 30, 2013 Textl 6�/ 6 UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM , GROUND PIPE CROWN ]UNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION * JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) 3o CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SQ.FT) -------- --------- ---------- -------- --------- -------- --------- --------- ------------ --------- -------- -------- 80160 100.00 100.00 59.55 0.0001 61.47 14 16 0.00 38.53 0.0 0.0 9.719E+04 90010 200.10 200.00 21.37 0.0000 26.36 13 12 0.00 173.74 0.0 0.0 4.348e+05 90020 100.00 100.00 21.18 0.0001 25.73 13 55 0.00 74.27 0.0 0.0 1.192e+06 90040 100.00 34.00 25.10 0.0004 28.09 12 2 0.00 71.91 0.0 0.0 9.694E+03 90050 100.00 44.00 36.54 0.0003 37.96 12 0 0.00 62.04 0.0 0.0 3.695E+03 90060 100.00 57.90 50.04 0.0004 52.83 12 2 0.00 47.17 0.0 0.0 5.377e+03 90065 200.10 200.00 50.99 0.0000 54.70 12 1 0.00 145.40 0.0 0.0 3.654e+03 90070 100.00 100.00 52.67 0.0001 54.99 12 1 0.00 45.01 0.0 0.0 5.224E+04 April 30, 2013