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e×lsLiilg capaclt;, of Jl 0 I't(~D. <br /> <br />CONCLUS ION <br /> <br /> The East Amador ]funk [ ire was designed rind built m l;he late 1960's <br />dSSljfl'llllg ce~tajll de,,elopmeniLs d,id deSIgn c~ ~tevia. 'fhese crit.ei ~a, wldle <br />,~al id at the ~ime, have changed over ~he pas'~ 25 years and t. hese changes <br /> <br />ha~,e necessilate,l o ~a e'.,a!.,~Li(}. of the Ea::i. Ahead<,, ft'unl,. ]llie~ <br />Def:icl{}ilc } ez i;'~ E }:e ~ }~'~e hnv'e bee~'s ~de;-;ti Fled i n the past } a:: can be <br />seen n~ the study and ,~epc,, t. f,n' the Valley Community Seevices District <br /> <br />dated September 30, 1969, by Br'own and Caldwell, Consultiu9 Engineers. <br /> <br /> The existing East ~lddor' '[rutlk Line is inadequate io handle the <br />futtn'e projected F lows, FI c,,t it s begirining east. of E1 Cha,-co Road t.o its <br />termillus aL [[le DSRS[} t. reak,le~l~ plaid.. Fhe i'ecommended solutions IR this <br />;eport are b'roken up mko two sections--the upper portion east: uf Santa <br />Rita Road~ and the IOWeF portion, west of Sanlza Rita Road. <br /> <br /> 'this analysis sho~.~s that [:l~e exist. in9 1.1 uHk line, edsL o1' Sai'~ta <br />Riga Road, is inadequate llo handle tl~e enti[led future flows. A parallel <br />system alon9 U~e AFroyo Hocho ,,yould be i'equired, as explained in the <br />reconm~endati~ms below [he exist. ing sysLem wes~ oF Santa Rita Road would <br />alsO De i,~ldeci~ate to ;,and [e 1.he f,Hm ~ i~,',~ ~,: ted f Idws at fit] ].bui ldout. <br />%%,e,'a] allevud~:ives dre possil,]~ based ~,~ the degree oF deve]opinent, as <br />raFt. her discussed b~low- <br /> <br /> <br />