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NOV-,9-95, THU 14:14 FRASIER CONTRACTING ';'41 965 8504 P_.1213 11/09/9~ 11: 25 1r ~003 SOUT~W!ST FLORIDA WATRR ~ANAGEMENT DIST~lCT ENVIltONNENTAL RESOURCii: STANDARD GEN!rtAL ~~RM~~ NO. 43a~1,.02 I BX'lnAT~aN DATE, November I, 2000 J peRMIT ISSUE DATE: Nove~ber a, 1995 Thie ~Qrmitt i.~u~d under the provieions of Chapcar 373, 1lorida Stac~ces ana Flo,idd Admini8trative Coce Rule 400-40 authorizes th~ Perm1ttea to pirrorm the work o~tlined h~~ain and shown by the application, approved drawins(a), plans, ~~d cth*r doeum.Pt-, &ttached hereto and kep~ OP rile at eha Southw~6t Florida Wa.ter MQl.nagement r.>i9t.:rict: (tJiGltrict), All C01/.QtructioX". operation -.nd ma.inten.anc~ of tn. ;;;urfllce waecr ma.nagem~nt IiYilttm a.uthod.7.~d by thil'l p.rmit shall occu~ in oom~li~~~. ~ith Florida Stacut~~ and A~iJnistrativQ Cod~ and the con~iEioll5 of this yQ~~~t. ~ROJE:CT NJ+.l"1:S' StQwart Aviation ORA.VI'ED 'fO I Floyd A. Nichol~ 5335 Eighth Stre~t %~phyrhill', FL 335~O ASSTRACT: tAi~ penlit is for construction of a new curfaee wAter mAnagement sy~tem to serve 4 4 .l:a ..ore indufl~t"ial development. Th~ projece liit. lie. .....ithin the confines of the Zephyrhills Municipal Airport in the City of Zephyrhill~ in .iiouth~6.l)t\lrn Paol::~ Cou..."1ty. Adjacent property includeg the Z~phyrhiUs l'li,lllicipal Airport ~axiway Improv~ments {MSSW No. 404950.00} to tha northea~t, The project is ~ocated within 4 hydrologically open dr_inagd basin. Cona~Gt~nt with Chapt~r 40D~4, F.A.C., wate~ quant~~v reguir~mente, ~ha design ~torm w~, bil..od on a 2S-~'e9.r, 24,-hour n.inf.!l.l1 eVQ.Ilt 'of e. 50 incho.. The p:r:OjQCt engin.~r uliled eh~ $Cg Typ8 U ll'19~'idll.modifil!d ra.intall d~liI~yibutioo 111'l.c1 the Santa BarbM'a flood hydrograph generation m~chodology in the pr~- and po't-d~velopm~nt wat~r quantity ~alculationa. The eite pre5ently involvee one distinct drainag~ baBin. P~oj@ct runoff will bQ di5chargw~ to the ~ojacenc ~rpo~t Drainase Diech. The propo.~d .urface water r~nagement sys~em will be compriQ*d of OUQ .xcavated on- lin<J r~~Qntion pend.. '!h~ dr;linasre e.lc\,lli}tion~ indicat(J t.hat the pond has b~cm. sized to retain the total poat.developmen~ 25-yea~, 24-hour design ~~off volume trom the project ~rQa. Nc OVQrland offr~ite di.charge i~ eA~ected trom the re~ention pond for design ~torma hAving ~~gnieU~Gi up to ~PO including t~e 25- year frequency. No Qi~charge Structures are re~~irQd. Th~r~ i3 no riverine floodplain wit:hin the p:ooject 8.X'eaJ no no;i; 1;)55 of effective historic si~~ storage is expeCted. NQ. adverse o!f-"it~/on.site w...t~r quantity im:tJact~ are expected. - Compl iance with Chal?t:e:r: 4 OD-40, F, A _ C., water q-Jality. requi:nI1ffilit!ltil is itssured, aa the on-line retention pond haa been aized to retain and intiltr~t. one-half inch 01: runoff from its ccntribut.ing wate..hed, 1:70 1":lO longer than 7 2 hourj;. TPi.a i. con.filiatcmt wit.h Pllre. 1;, PeI"n1it :::formac.ion M9.n\.1al, Sl;fCl;ion 3.2,2.2 (cl (:2) . There at"G no W,;;,tlands within the pr.:>ject area, The prc;pOiOed Burf~ce w~eljl.r m"nagement $y~te:n will be m~intaine.d a::d operat.ed by ~h~ Pormitt.ee. The requ:l.~~d legal owne"l:~hip documants fer thi:J entity are pa:--c. of t.hit File of Recorl1 for thi~ projec-t. NO obj~C'tionQ to thlii permit a~pl:.cation. :nave been filed lilt th~ Oi.t~ict office to d~~e.