### DISCLAIMER The full text of certain NPDES perm its and the asso ciated fact sheets has been m a de available to provide online access to this public inform ation. EPA is m aking perm its and fact sheets available electronically to provide convenient access for inte rested public parties and as a reference for perm it writers. The ownership of these docum ents lies with the perm itting authority , ty pically a State with an authorized NPDES program

. While EPA m akes every effort to ensure that this web site rem a ins current and contains the final version of the active perm it, we cannot guarantee it is so. For exam ple, there m ay be som e delay in posting m odifications m a de after a perm it is i ssued. Also note that not all active perm its are currently available electronically

. Only perm its and fact sheets for which the full text has been provided to Headquarters by the perm itting authoritym ay be m a de available. Headquarters has requested the full text only for perm its as they are issued or reissued, beginning Novem b er 1, 2002. Please contact the appropriate perm itting authority (either a State or EPA Regional office) prior to acting on this inform ation to ensure y ou have th e m o st up-to-date perm it and/or fact sheet. EPA recognizes the official version of a perm it or fact sheet to be the version designated as such and appropriately stored by the respective perm itting authority

. The docum ents are gathered from all perm itting au thorities, and all docum ents thus obtained are m a de available electronically , with no screening for com p leteness or quality

. Thus, availability on the website does not constitute endorsem ent by EPA.FACT SHEET FOR STATE OF FLORIDA DOMESTIC WASTEWATER FACILITY PERMIT

PERM IT NUM B E R : FL0020532 FACILITY NAME: Orm ond Beach W a stewater Treatm e nt Facility FACILITY LOCATION: Orm ond Beach Vol u si a C ounty NAME OF PERMITTEE: City of Orm ond Beach
PERM IT W R ITER : D enni se Judy

1. SYNOPSIS OF APPLICATION
a. C h ronol ogyof Appl i cat i o n Appl i cat i on Dat e : 8 / 8 / 2002 Addi t i onal Inform at i on: 10/ 10/ 2002 12/ 9/ 2002 1/ 13/ 2003 Pub lic No tice Date: N A b

. Typ e o f Facility Dom e stic W a stewater Treatm e nt Plant Pub licly-o wn edtreatm e n t wo rk s St andard Industr i a l C l assi fi cat i on C ode: 4952

c. Facility Cap acity Existing Design Capacity : 6 .0 M G D AADF Proposed Increase i nDesi gn Capaci ty : 0 .0 M G D AADF Proposed Tot a l Desi gn Capaci ty : 6 .0 M G D AADF Existing Perm itted Capacity: 6 .0 MGD AADF Proposed Increase in Perm itted Capacity: 0 .0 MGD AADF Proposed Total Perm itted Capacity: 6 .0 MGD AADF The facility is a 6.0 m gd annual average daily flow (aadf) perm itted capacity Advanced Dom e stic W a stewater Treatm e nt (AW T ) facility consisting of odor control system , in fluent screening, grit rem oval , bi ol ogi cal nutri ent rem oval (carousel type 5-st age B ardenpho  Process), chem ical feed facilities, secondary clarification, tertiary filtr ation, high level disinfec tion, dechlorination and postaeration for the surface water discharge, with thickening and de watering of residuals. R ecl ai m e d wat e r m aybe di scharged t o th e 3.0 m g Orchard Street reclaim e d wat e r st orage t ank for i rri gat i on wi th i nth e R e use Servi ce Area. Excess recl ai m e d wat e r, or subst andard effl uent , i s discharged to the Halifax River, D-001. Additiona l storage and reuse custom ers will continue to be added to the public access reuse system , R-001, resulting in a reduction of effluent that is di scharged t o th e ri ver.

1d. Descri pt i on of Effl uent or R ecl ai m e d W a t e r Di scharges (As report e d byappl i cant for th e peri od from November 2001 through October 2002 ) See att ached m a p(s) for th e l o cat i on(s) of effl uent di sposal and l and appl i cat i on si t e s. Influent Annual Average Dai l yFl ow (m gd): 3.646

Parameters Reported Data

Annual Avg. Lowest M onthl y

Avg. Hi ghest M onthl y

Avg. B OD, C arbonaceous , 20C 148 110 198 Sol i d s, Tot a l Suspended 170 134 222 5 day

Outfal lSeri alNumber D-001 (Disch arg e to th e Halifax Riv e r) Annual Average Dai l yFl ow (m gd): 2.62 pH R ange (St andard Uni t s ): 6.8-7.8 Po llu tan t s wh ichare p r esen t insig n i fican t qu an tities o r wh ichare sub j ect to efflu e n t o r reclaim e d water lim itatio n s are as fo llo ws:

Parameters Reported Data

Annual Avg. Lowest M onthl y

Avg. Hi ghest M onthl y

Avg. B OD, C arbonaceous , 20C 2.55 2.08 3.61 Solids, Total 1 .03 0 .63 1 .85 Coliform , Fecal <1.0 <1.0 <1.0 To tal Residu a l Ch lo rin e (Fo r Di si nfect i on) NA 0.4 1 .2

To tal Residu a l Ch lo rin e (Fo r Dechl o ri nat i on) NA <0.01 < 0.01
Ni tr ogen, Tot a l 2 .02 1 .47 3 .03* Phosphorus, Tot a l (as P) 0.25 0.12 0.61 Oxy g en, Dissolved (DO) NA 4.6 6 .9 5 day Suspended

* For two days in February 2002 the nitrogen lim it was exceeded due to illegal dum ping that upset the plant. The facility was br ought back into com p liance and has had no additional problem s with effl uent ni tr ogen concentr at i ons. Outfal lSeri alNumber R-001 (Public Access Reuse) Annual Average Dai l yFl ow (m gd): 1.34 pH R ange (St andard Uni t s ): 7.0-7.8

2Po llu tan t s wh ichare p r esen t insig n i fican t qu an tities o r wh ichare sub j ect to efflu e n t o r reclaim e d water lim itatio n s are as fo llo ws: Parameters Reported Data
Annual Avg. Lowest M onthl y

Avg. Hi ghest M onthl y

Avg. B OD, C arbonaceous , 20C 3.423 1.56 4.16 So lid s, To tal sp en d e d 2 .4 9 1 .3 4

. 7 Coliform , Fecal NA 0 6 TR C (For Di si nfect i on) NA 0.6* 1.8 5 day Su

* On one occasion, for appr oxim a tely 45 m i nutes, in July 2002 the chlorine residual dropped bel o w 1.0 m g / L

. There have been no vi ol at i ons si nce th en. 2. BASIS FOR EFFLUENT AND RECLAIM E D W A TER LIM I TS AND M ONITORING REQUIREM E NTS (INCLUDING EFFLUENT M ONITORING REQUIREM E NTS) The fol l o wi ng t abl e provi des th e basi s for Part I. A. provi si ons. Outfall D-001 (Class III m arine water):
Parameter Limit Ba sis Rati onal e Fl ow, i ncondui t or th ru tr eatm e nt plant (M GD) 6.0 A nnual Average 62-600.400(3)(b) FAC
B OD, C arbonaceous , 20C (M G/L) 5.0 6.25 7.5 10.0 Annual Average M onthl yAverage W eekly Average Si ngl e Sam p l e M a x. 62-600.420(2) FAC 62-600.740(1)(b)2.b. FAC 62-600.740(1)(b)2.c. FAC 62-600.740(1)(b)2.d. FAC So lid s, To tal sp en d e d(MG/L) 5

. 0 6.25 7.5 10.0 Annual Average M onthl yAverage W eekly Average Si ngl e Sam p l e M a x. 62-600.420(2) FAC 62-600.740(1)(b)2.b. FAC 62-600.740(1)(b)2.c. FAC 62-600.740(1)(b)2.d. FAC pH (SU) 6.5 t o 8.5 M i n . and M a x. 62-650 FAC TR C (For Dechl o ri nat i on) (M G/ L) 0.01 Si ngl e Sam p l e M a x. 62-600.440(2) & 62- 302.530(19) FAC TR C (For Di si nfect i on) (M G/ L) 0.5 M i n i m um 62-600.440(4)(b) Nitro g e n , To tal (MG/L) 3

. 0 3.0 4.5 6.0 Annual Average M onthl yAverage W eekly Average Si ngl e Sam p l e M a x. 62-600.740(1)(b)2.a. FAC 62-650 FAC 62-600.740(1)(b)2.c. FAC 62-600.740(1)(b)2.d. FAC Phosphorus, Tot a l (as P) (M G/ L) 1.0 1.0 1.5 2.0 Annual Average M onthl yAverage W eekly Average Si ngl e Sam p l e M a x. 62-600.740(1)(b)2.a. FAC 62-650 FAC 62-600.740(1)(b)2.c. FAC 62-600.740(1)(b)2.d. FAC Fecal Coliform Bacteria (#/100 m L ) 200 200 400 800 Annual Average M onthl yGeo. M ean 9 0 thPercen tile Si ngl e Sam p l e M a x. 62-600.440(4)(c)1. FAC 62-600.440(4)(c)2. FAC 62-600.440(4)(c)3. FAC 62-600.440(4)(c)4. FAC Oxy g en, Di ssol v ed (DO) (M G/ L) 2.0 S i ngl e Sam p l e M i n. 62-650 FAC W hol e Effl uent Toxi ci tyAcut e (%) 100 Si ngl e Sam p l e M i n. 62-302.200(1), 62-302.500(1)(a)4 & 62-4.244(3)(a) FAC Berylliu m , To tal Reco v e rab l e (UG/L) 0.13 Annual Average 62-302.530(10) FAC
M e rcury , Tot a l R ecoverabl e (UG/ L) 0.025 Si ngl e Sam p l e M a x 62-302.530(42) FAC Ni ckel , Tot a l R ecoverabl e (UG/ L) 8.3 S i ngl e Sam p l e M a x 62-302.530(45) FAC C y ani d e, Tot a l (as C N ) (UG/ L) 1.0 S i ngl e Sam p l e M a x 62-302.530(25) FAC Di chl o robrom om ethane (UG/ L) 22 Annual Average 62-302.530(36)(b)5 FAC Zi nc, Tot a l R ecoverabl e (UG/ L) 86 Si ngl e Sam p l e M a x. 62-302.530(71) FAC 5 day

Su

FAC
FAC

3In addi t i on t o th e speci fi ed l i m i t s i nC ondi t i on I.A.1., th e m onthl yaverage effl uent concentr at i on for carbonaceous biochem i cal oxy gen dem and (5-day) and total suspende d solids shall not exceed 15% of the respect i v e i n fl uent val u es (i .e., 85% rem oval )

. A Level I W Q BEL was perform ed for this perm it renewal. B a sed on th e dat arevi ewed, effl uent l i m i t s for b e rylliu m , m e rcury, n i ck el, cyan id e, d i ch lo ro b r o m o m eth an e , an dzin c are in clu d e dinth is p e rm it. Th ese constituents were detected in the e ffluent at concentrations above the surface water quality standards. The perm i t al so i n cl udes a condi t i on for th e perm i tt ee t o conduct a st udyt o det e rm i n e th e source of th e el evat ed co n cen tratio n s o f b e rylliu m , m e rcu ry, n i ck el, cyan id e, d i ch lo ro b r o m o m eth an e , an dzin c inth e efflu e n t . Th e stu dy , withreco mm e n d a tio n s to redu ce th e co n cen tratio n s , sh all b e sub m ittedto th e Dep artm e n t ’s Cen tral Di stri ct Offi ce wi th i nsi x (6) m onths of th e dat e of i ssuance of th e perm i t for revi ew and approval

. The Florida Class III Marine W a ters water quality standards for beryllium ( ≤ 0.13 μ g/L) and cyanide ( ≤ 1.0 μ g/L) are lower than the m e thod detection lim its (M DL) of Analytical Method No. 200.7 for beryllium (1.0 μ g/ L) and Anal y t i cal M e thod No. 335.3 for cy ani d e (5.0 μ g/L). In accordance with Rule 62-4.246(10), F.A.C, the MDL of the appropriate analytical m e thod will be used by the Departm e nt and the perm ittee to d e term in e co m p lian ce. Efflu e n t lim itatio n s are b a sedo na Lev e l II W Q BEL titled"Halifax Riv e r Do cu m e n t atio n , W a ter Qu ality Based Effluent Lim itations," Vol. 2, No. 106, W a ter Quality Technical Se ries which was finalized by W ayne M a gl eyand Li nda Lakes on August 1, 1990. The W Q B EL di d not speci fyTSS l i m i t s . The proposed annual efflu e n t lim itatio n s fo r CBOD 5 TSS, TN and TP are Advanced W a st ewater Treatm e nt (AW T ) lim its, which are m o re stringent than the W Q BEL. These lim its were request ed byth e appl i cant duri ng th e previ ous perm it renewal and were included in the previous pe rm it. Basic level disinfection for the surface water di scharge was requi red byth e previ ous perm i t and i s also requ i redinth is p e rm it. Th e m i n i m u m DO lev e l was est abl i s hed byth e W Q B EL docum ent

. The facility is required to conduct Acute Definitive 100% (LC50 > 100%) toxicity testing. In order to dem onstr at e com p l i ance, th e perm i t requi res th e perform an ce of 96-hour st at i c renewal screen acut e t oxi ci ty t e st s t o be conduct e d on freshwat e r t e st speci es wi th sam p l e s of 100% whol e effl uent . Departm e nt gui del i n es require the use of freshwater test species to dem onstrate unacceptable acute toxicity (“at the end of the di scharge pi pe”). R e sul t s of past W hol e Effl uent Toxi city (W ET) tests, as well as th e sam p les o f efflu e n t collected from this facility on Septem be r 30, 2002, did not show acute toxic ity to either test species during the bioassay tests. Sin ce th e facility d i sch arg e m ay b e in term itten t , as a resu lt o f reu s e d e m an d , reaso n ab l e assurance is addressed through the collection of a grab sam p le for each 6 hour increm ent of discharge not to exceed 4 sam p les in any 24 hour discharge period. Thi s segm ent of th e Hal i f ax R i ver i s i n cl uded on th e St at e of Fl ori d a 1998 303d pl anni ng l i s t and has an approved TM DL, for nutri ent s onl y . The approved TM DL for th e Hal i f ax R i ver, whi c h i n cl udes th e Orm ond Beach discharge and is based on the W Q BEL docum ent, is attached. Since the TMDL has been established onl yfor nutri ent s and not col i f orm s , whi c h i s al so l i s t e d as a param e t e r of concern for th i s segm ent of th e Halifax Riv e r, th e fo llo win g is in clu d e das a co n d itio no f th is p e rm it: “Co lifo rm s an dnu trien ts are listedas param e t e rs of concern on th e 1998 303d pl anni ng l i s t for th i s segm ent of th e Hal i f ax R i ver. Thi s di scharge i s inco m p lian ce withth e ap p r o v e dTo tal Max i m u m Daily Lo ad(TMDL) fo r th e Halifax Riv e r fo r nu trien ts. The Departm e nt m aydevel op a TM DL for col i f orm s duri ng th e l i f e of th i s perm i t

. Once a TM DL has been est abl i s hed and adopt ed byrul e , th e Departm e nt shal l revi se th i s perm i t t o i n corporat e th e fi nal fi ndi ngs of th e TM DL, pursuant t o R u l e 62-620.325, Fl ori d a Adm i ni strat i v e C ode. Thi s m ayi n cl ude revi sed or new lim its fo r co lifo rm s .” Inad d itio n , th e TMDL d o c u m en t in clu d e dwaste lo adallo catio n s fo r th is facility as fo llo ws: M a x i mu m M a s s Param e t e r L oadi ng (Lbs/ d ay ) CBOD 5 501 To tal Nitro g e n 1 5 0 Tot a l Phosphorus 50

4The proposed effluent lim itations will be achieved during the period beginning on the issuance date and lasting through the expiration date of the perm it. A W a ter Quality Based Effluent Lim it (W QBEL) Level I An alysis was p e rfo rm edfo r th is p e rm it ren e wal. Fifthyear in sp ectio nd a ta, as well as all o th e r av ailab l e d a ta, have been evaluated in accordance withthe Departm e nt' s reasonable assurance procedures to ensure that no lim its o r co n d itio n s o th e r th anth o s e in clu d e dinth is p e rm it are n eed edto m a in tainFlo r id a water qu a lity stan d ard s at th is tim e. The facility has provided reasonable assurance that, if a ll conditions of this perm it are m e t, the discharge will not adversely affect the designated use of the receiving water.

The fol l o wi ng t abl e provi des th e basi s for Part I. B

. provi si ons. Land Application System R-001 (slow-rate public access):
Parameter Limit Ba sis Rati onal e Fl ow (M GD) 5.0 A nnual Average 62-600.400(3)(b) FAC B OD, C arbonaceous day , 20C (M G/ L) 20.0 30.0 45.0 60.0 Annual Average M onthl yAverage W eekly Average Si ngl e Sam p l e M a x. 62-610.460 & 62-600.740(1)(b)1.a. FAC 62-600.740(1)(b)1.b. FAC 62-600.740(1)(b)1.c. FAC 62-600.740(1)(b)1.d. FAC So lid s, To tal Suspended (M G/ L) 5.0 S i ngl e Sam p l e M a x. 62-610.460(1) & 62-600.440(5)(f)3. FAC pH (SU) 6.0 t o 8.5 M i n i m um and Max i m u m 62-600.445 FAC Coliform , Fecal, % less th and e tectio n (PERCENT) 75 M i ni m u m 62-600.440(5)(f)1. FAC

Coliform , Fecal (#/ 100M L) 25 Si ngl e Sam p l e M a x. 62-610.460 & 62-600.440(5)(f)2. FAC
To tal Residu a l Ch lo rin e (For Di si nfect i on) (M G/L) 1.0 M i n i m um 62-600.440(5(b), 62-610.460(2), & 610.463(2) FAC Turbi d i ty(NTU) R eport S i ngl e Sam p l e M a x. 62-610.463(2) FAC Gi ardi a (C YSTS/ 100 L) R e port S i ngl e Sam p l e M a x. 62-600.463(4) FAC Cryp to sp o r id iu m (OOC YSTS/ 100 L) R e port S i ngl e Sam p l e M a x. 62-600.463(4) FAC 5

62-

Th e m a x i m u m tu rb id ity sh all b e lim itedas d e scrib e d i nth e approved operat i ng prot ocol , such th at th e perm it lim itations for total suspended solid s and fecal coliform s will be achieved. The fol l o wi ng t abl e provi des th e basi s for Part I. C

. provi si ons. Other Li m i t a t i ons and M oni t o ri ng R e qui rem e nt s:
Parameter Limit Ba sis Rati onal e Fl ow (M GD) 6.0 A nnual Average 62-600.400(3)(b)FAC C B OD , 20C (M G/ L) R e port M onthl yAverage 62-601.300(1)FAC TSS (M G/ L) R e port M onthl yAverage 62-601.300(1)FAC Percent Capacity, (TMADF/Perm ittedCap acity) x 100 (PER C E NT) R e port M onthl yAverage 62-600.405(4) FAC

M oni t o ri ng Frequencyand Sam p le Type - A l l Param e t e rs 62-601 FAC & 62-699 FAC and/ or BPJ o f p e rm it writer Sam p l i ng Locat i o n - Al l Param e t e rs 62-601, 62-610.412, 62-610.463(1), 62-610.568, 62-610.613 FAC and/ or BPJ o f p e rm it writer 5 day

53. RESIDUALS M ANAGEM E NT The m e thod of residuals use or dispos al by this facility are transport to Shelley' s Environm ental System s Residu a ls Man a g e m e n t Facilities, o r d i sp o s al ina Class I o r II so lidwaste lan d f ill.
4. GROUND W A TER M ONITORING REQUIREM E NTS Ground water m onitoring requirem e nts have been established in acco rdance with Rules 62-601, and 62- 522 F.A.C

. The existing Ground W a ter Monitoring Pl an does not have an interm ediate well, because it appeared that th e envi ronm ent woul d be bett e r served wi than addi t i onal com p l i ance wel l rath er th an havi ng an in term ed iate well. The aforem ent i oned wat e r sam p l i ng requi rem e nt s are base d on th e si t e -speci fi c i n form at i on provi ded i nth e application, Best Professional Judgm ent, past experience with the fac ility and with other facilities in the sam e industry. Com p liance with ground water quality standards m u st be docum ented at the com p liance well. A reasonable assurance of com p lian ce at th e lim it o f th e zo n e o f d i sch arg e is requ i redinth e p e rm it. Conditions III. 12., 13., and the Certif ication Page requirem e nt in III. 11., are based on best professional judgm ent of what DEP consi d ers st andard professi ona l pract i ce, such as report i ng m a l f unct i ons t o DEP. M a l f unct i ons i n cl ude m o wi ng down of m oni t o ri ng wel l s et c. [

62-620.320( 6)

]
5. INDUSTRIAL PRETREATM ENT REQUIREM E NTS The perm i tt ee has an act i v e, approved i ndustr i a l pretreatm e nt program . The perm i t i n cl udes st andard condi t i ons requi ri ng i m pl em ent a t i on and enforcem ent of th e exi s t i ng program . 6. REQUESTED VARIANCES OR A LTERNATIVES TO REQUIRED STANDARDS
No v arian ces were requ e stedfo r th is facility.
7. COM P LIANCE SCHEDULE AND EFFECTIVE DATE OF PROPOSED EFFLUENT OR RECLAIM E D W A TER LIMITATIONS The perm ittee shall conduct and im plem en t according to the following schedule:

Im plem entation Step Co m p letio nDate 1 C ol l ect i on Sy st em I/ I R e duct i on St udy Upon com p l e t i o n of th e report

8. DISCUSSION OF PREVIOUS PERM IT EFFLUE NT OR RECLAIM E D W A TER LIM I TATIONS

. The wastewater facility perm it FL 0020532 expired on February 8, 2003, (adm inistratively continued) and cont ai ned th e fol l o wi ng effl uent or recl ai m e d wat e r l i m i t s :

6Discharge Location D-001
Param e ters Effl uent or R ecl ai m e d W a t e r Li m i t a t i ons
M a x i mu m/ Min i m u m Annual Average M onthl y Average W eekly Average Si ngl e Sam p le Fl ow g d M axi m um 6.0 R eport

- - C arbonaceous B i ochem i cal Oxy g en Dem and (5 day ) m g / L M a xi m u m 5 .0 6.25 7.5 10.0
Tot a l Suspended Sol i d s m g / L M a xi m u m 5 .0 6.25 7.5 10.0 pH s.u. R ange - - - 6.5-8.5 To tal Residu a l Ch lo rin e (Fo r Di si nfect i on) m g / L M a xi m u m - - - 0.5
To tal Residu a l Ch lo rin e (After Dech lo rin a tio n ) m g /L M a xi m u m - - - 0.01 Ni tr ogen, Tot a l as N, Day M axi m um 3.0 3 .0 4.5 6 .0 Phosphorus, Tot a l as P, Day M axi m um 1.0 1 .0 1.5 2 .0 Oxy g en, Dissolved (DO) m g /L M i nim u m - - - 2.0 96-hour St at i c R e newal - C e ri odaphni a dubi a M a xi m u m S ee not e 1 bel o w 96-hour St at i c R e newal - Cyp r in ella-leed si M a xi m u m S ee not e 1 bel o w m

#/ #/

1

. Th e p e rm it requ i res th e p e rfo rm an ce o f acu te to x i city testin g wh ere m o rtalities g r eater th an5 0 % ina 100% effluent in any “routine” sam p le or an LC 50 of less than 100% effluent in any additional definitive test will constitute a violation of th e perm it conditions, and Rule 62-302.200(1), Rule 62- 302.500(1)(d) and R u l e 62-4.244(3)(a), F. A. C

. 2. The arithm e tic m ean of the m ont hly fecal coliform values collected during an annual period shall not exceed 200 per 100 m L of effluent sam p le. The geom etric m ean of the fecal coliform values for a m i nim u m of 10 sam p les of effluent each collected on a separate da y during a period of 30 consecutive days (m onthly), shall not exceed 200 per 100 m L of sam p le. No m o re than 10 percent of the sam p les collected (the 90th percentile va lue) during a period of 30 consecutive days shall exceed 400 fecal coliform values per 100 m L of sam p le. Any one sam p le shall not exceed 800 fecal coliform values per 100 m L of sam p l e . 3. A m i ni m u m of 0.5 m g / L t o t a l resi dual chl o ri ne m u st be m a i n t a i n ed for a m i ni m u m cont act t i m e of 15 m i nut es based on peak hourl yfl ow. [ 62-600.440( 4) ( b ) , 6-8-93] Land Application System R-001
Param e ters Effl uent or R ecl ai m e d W a t e r Li m i t a t i ons
M a x i mu m/ Min i m u m Annual Average M onthl y Average W eekly Average Si ngl e Sam p le Fl ow, g d M axi m um R e port R eport

- - CBOD 5 , m g / L M a xi m u m 20.0 30.0 45.0 60.0 To tal Su sp en d e dSo lid s, m g /L Max i m u m - - - 5

. 0 pH, s.u. R ange - - - 6.0 t o 8.5 Fecal Coli. Bacteria, #/100m L M axim um See Note 1 below To tal Residu a l Ch lo rin e (Fo r Di si nfect i on), m g / L M i ni m u m - - - 1.0
Turb id ity, n t u M ax im u m See No te 2 b e lo w m

1. Over a 30-day period, 75 percent of the fecal coliform values (the 75th percentile value) shall be below the detection lim its. Any one sam p le shall not exceed 25 fecal coliform values per 100 m L of sam p le. Any one
7sam p le shall not exceed 5.0 m illigram s per liter of total suspended solids (TSS) at a point before application of the disinfectant.
2

. Th e m a x i m u m tu rb id ity sh all b e lim itedas d e scrib e din th e approved operat i ng prot ocol , such th at th e perm i t lim itations for total suspended solids and fecal coliform s will be achieved. [ 62-610.463, 6-8-93] 9. NEW OR EXPANDED DISCHARGES TO SURFAC E W A TERS; ANTIDEGRADATION REQUIREM E NTS Th is facility d o e s n o t h av e a n e w o r ex p an d e dd i sch arg e. 10. EFFECTS OF SURFACE W A TER DISCHARGE ON THREATENED OR ENDANGERED SPECIES The Departm e nt does not ant i c i p at e adverse i m pact s on threatened or endangered species as a result of perm it issuance.
11. APPLICABLE RULES Th e fo llo win g were u s edas th e b a sis o f th e p e rm it lim itatio n s /co n d itio n s : a. FAC refers t o vari ous port i ons of th e Fl ori d a Adm i ni strat i v e C ode. Th e effectiv e d a tes o f FAC Ru le Ch ap ters citedinth e tab l e are as fo llo ws: Ch ap ter E ffectiv e Date 62-4 07-08-02 62-160 04-09-02 62-302 05-15-02 62-520 12-09-96 62-522 08-27-01 62-550 11-27-01 62-600 12-24-96 62-601 12-24-96 62-602 02-06-02 62-610 08-08-99 62-620 04-17-02 62-625 01-08-97 62-640 03-30-98 62-650 12-26-96 62-699 07-05-01 b. FS refers t o vari ous port i ons of th e Fl ori d a St at ut es
c. CFR refers to v ario u s p o rtio n s o f th e Co d e o f Fed e ral Reg u l atio n s , Title 4 0 d. B P J refers t o B e st Professi onal Judgm ent
12. DEPARTM E NT CONTACT Addi t i onal i n form at i on concerni ng th e perm i t m aybe obt ai ned duri ng norm a l busi n ess hours from : Denni se Judy Engi neer IV Departm e nt ' s C e ntra l District Office 3319 M a gui re B oul evard Sui t e 232, Orl ando, FL 32803 - 3767 Tel e phone Num b er: (407) 894-7555 Fax Num b er: (407) 897-2966

813. THE ADMINISTRATIVE RECORD The adm i nistrative record including a ppl i cat i on, draft perm i t , fact sh eet, public notice (after release), comm e nts received and additional inform ation is av ailable for public inspection during norm a l business hours at th e l o cat i on speci fi ed i ni t e m 12. 14. PROPOSED SCHEDULE FOR PERM IT ISSUANCE
Draft perm i t t o Appl i cant and EPA : Jul y1, 2003
B e gi nni ng of Proposed Publ i c C o mm e nt Peri od : Jul y5, 2003 End of Proposed Publ i c C o mm e nt Peri od : A ugust 4, 2003 Proposed Issuance Dat e of Perm i t : A ugust 19, 2003

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