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V w j u m a , , n * m . The Water Treatment Plant consists of the following prlnelpal unites TCohoe mRiceaalc tFieoend T aEnqkusi*pment* FEoiugrht ZReaolpiitde SaSonfdt eFnleirts e.re* CThwloo rCilneaatri Woenl lEeq*uipment* Building* Rmeenatc.t ioTn hTea ntkaan ksa raer eof 65t hfee ietn fslqouwa rvea. riweittyh* au 1si%ng f Doootr rs hiydder woattreera tdeerp tEhq.uips Retention at maximum flow Is approximately one hour* The reaction tan ks ere Identical and operate in parallel* The Rapid Sand Filters consist of eight separate units, with a total etnv fmaacxei muamr eraa toef 5o«f0 8a0p plsiqcuaatrieo fne Iest athnrde ea gtahlreloe nf*o poetr s saqnuda rdeep tfho*o t pTeher mdiensuitgen* pTlhaen bt adcoke-sw ansoht r haatvee I sa fbiafctke-ewna sgha ltloowenrs* pebaro fsc q-uwa&rseh wfaotoetr p eberi mnign uputset*p edT dhier ect from the filtered water clear well through the filters* Wastewash water Is reclaimed and pusped back through the reaction tanks* Wtao tfeoru rto Z eboel iZteeol cietlel ss*o ftTehnee dt Iost aclo nivrefyaeced adrierae cotfl yt fhreo mZe otlhiet ef ibletdesr Iosverflow 528 square feet* with a media depth of four feet* Synthetic Zeolite Is used* Zeolite treated water overflows to the smaller of the too clear wells* Fbolern tdheed dtoom etshtei cd ewsaitreerd hsaurpdpnlye*s s fiblyt earne adu wtaotmeatri ac ntde Zmepoelriintge vtarlevaet.ed water are dsimsaltlr ibbouotsitoenr s pyusntpems* arAel uls weadt etor risa isceh ltohrei nparteesds uarfet eIrn t rtehaet mdeonmte,s titch ew acthelror ine being applied at each of the clear wells, which provide a brier contact period before the water Is discharged to the distribution mains* Tchoenc reenttei rceo pnlsatnrtu*c tiIonnc*l udIitn gi bs uiclodmipnlge,t eltyan kfsi reapnrdo colfe aanrd w eclfl se x* ciesl lecnft rdeeisnifgonr*ced ELECTRICAL TRANSMISSION A CONTROL DINES LEilneec*t rTieclaelp hTornaen sCmoinstsriooln a'Snyds tCeomn atrnodl TLriannessf ocromnesri Bsatn ko*f ETlheec treilce cTtrraincsalm istrsainosn­m1i00s sisotrnu lcitunree st*o athned wBiotosht 2e/r0 P7u-mspt raSntda tcioopnp Iesr 6c9ab lkevs,* is F6r2o*m7 7t0h ef eterta nlsofnogrm weirth bank at the Booster Pump Station to the intake control house Is 2*3 miles of 300 m.o.is. * 5 kv, Parkway Cable laid under ground* The telephone con­rtarnogl icnagb flreo mha s2 $a nto a p7p5r ofxeiemta tien ltlontgatlh *l enTghteh cofa b8l4e* 0I0s 0 6-fpeaeltr *w iptuhl 4p3 8I npsoulleatse,d * 19 gauge* non-coated lead sheath. T•hBeo otsrtaenrs Pfuomrpm eSrt baatniokn a tEq utihpem eBnot*o*s.ter Pump Station has been described under 5