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<br /> 7/S' <br /> ill. \V A TER SZ.Jl'PL Y SYSTEM <br /> A. Water Supply Sou.rce:s~ Id=dfy aIL cu.cr=( Wa!:~r sUpply SOUrï:.t:s and thc amOtl!lc avai12.blc. <br /> Source ArnoUDC Available <br /> Surfacc watcr. <br /> Groundwatcr: Edwards Aquifer <6,540 ac. ft. * . <br /> : <br /> COQtracts: <br /> OÚlcr: <br /> B. Tr-eatme.nt and Distribution System *Pending Regulations; <br /> Quanti ty not knm.¡n. <br /> 1. Design daily capacity of $)'st~m: 12 million gallons <br /> 2. PI~~ dcscrib<: your watcr $)'st~m- Includc úl~ nÜmb<:r of tr<:4trIlCQ( pl2.I1ts, <br /> w~lls and scoragc taD..1cs. If p<>ssibI~, include a skc.r.ch of Úle systcm IåyouL <br /> 5 Wells <br /> 7 Storage tanks <br /> See Exhibit A for map and Exhibit C for further description. <br /> IV. WASrnW A TER TJIILITY SYSTEt\í . - <br /> A. Wastewater System Data . <br /> 1. Design capacity of W2Sccwarcr tre2.!mCIlt pIanc(s): 6.25 million <br /> gallons per day. <br /> 2. Bricfly dcscrik úlC W2SCCWaLcr systcm(s) of úl~ .a..rca serviCed. by úlc WaLcr <br /> uúlicy. Describe how cr-...aced w2.Sccwa.rcr is disoosed.. Wh~rc rckvall!, " <br /> idcnUÍy cr--..2.trIlcnc pl2.I1c(s) wiúl úl~ TNRCC 112IÎ1e 2nd numb<:r, Úl"c O~ï2(Qr, <br /> owncr, and, if was(~W2!cr is discharged, th~ rc---:..::iving scrc..a.m. Pl~e <br /> ð~ovid~ 2. .skCJ:ch or ill2~ which loc:accs the planc(s) and disc.b.a.rgc points or <br /> lSpOSaI SHcs. <br /> San Marcos O\'."D.S and operates onc wastcwat,cr treatment plant loc:ated north of the San <br /> Marcos River and East of River Road (Exhibit A). The plant is operated in the contact <br /> stabilization liquid treatment process. Septage and grease are treated separately in tV/O package <br /> plants Located on the plant site. <br /> Disinfection of the treated effluent is achieved by chlorination. \Vastewater from the chlorine <br /> contact basins flom through a 3O-inch diameter pipc to a parshall flumc (24-inch throat <br /> diameter) that measures flows. Thc treatcd effluent is dechlorinated (de<:hlorinatioD. is v..;th <br /> sodium bisuliite) and discharged through a 24-inch diameter pipe to the San Marcos River. . <br /> The discharge point is loC3ted 4,000 feet cast of thc intersection of State Highway 123 and <br /> Interscate 35 (Segment No. 1808 of the Guadalupe River Basin). <br /> The City's current N"RDES permit (No. TX0047945) is effective from October 23, 1991 co- <br /> October 23, 19%. The current Th'RCC permit (No. 10273-002) expu-e.d on August 1, 1993, and <br /> is in tb~ process of bci..ag amended. Dewatered sludge, aDd dcwatered solids from the grease <br /> and septagc pretrC3tr:¡en¡ proœs.s 'are disposcd i.n a Type r m unicir3[ landfill. <br /> Utilicy Su..':"'cy (0. \V'tcr CO~":ioc <br /> T= 1'(:1("--:>.1 R---o~cc CoC$cry'tioo COCl..~O" - <br /> \V~tcr Co~c""'ûo,, Pro!:""", ~f! Sf'?!. ?AG<: õ <br />