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<br />UO~tJ5, <br /> <br />f'<>"~ !f'f>' ,:;">''''"' <br />\li~i<~~:c 'i f' ~ if :1 ti ,. <br />{;::<" . i I r. j! i i . I ;' ;:; , <br /> <br />S'~ \J:I';'~A@; 'J1l;;~~r ;<;apl t'tusage; . <br />d~~~ite hi~tpric patterns of energy <br />~"umPtio~"and of watgr.jcotisumptfon, . ,,0.. <br />. ~!'cqn~~ri~ft~on eth;je:l"o~r,i~~n by what",' '.' <br />. f.r:tm9..~.\~;,v... ".;.~}.'p.n, h.'~.rt.~a....l.)te;.,...:r.~d; thos.epa. tt~r...n...s "c' <br />,~~b~!JJ~ance~i:!' \~,f,;,.\.;' " . ", '. <br />" ':d~_:_~l-t~~_-~-~:;,:';2t ",'. " -'.- ',' - <br />lOH'" ~bler~;,~l;Jl!ms)i8:b~JiFtll! :c1~spute th.at , <br />Oenver wll1 requlre some addltions to its <br />w~tl!1';' ~~pply system; the issue focuses on <br />timing: We propose to evaluate this ques- <br />tion llY a sO:'l:alled"sensitivity analysis." <br />A. MW,P9PblaF*I1;. r~t!!,combined wi th a <br />h~ gh' 'p~y. capitidemand, will provi de <br />the upper bound of an envelope curve. <br />A",lt!,ss~lj,r$l.t,\!, l:,Of!lb,jnE;!c1 with a lesser <br />dB\jW~,9 .i!lfl,ueK~e~;by.c8nsery~ti on will <br />glVe a J,Ql"ercllmlt, . Between the two <br />they,:wiJlJI1c;:los\! a sPan of years within <br />whi ch a' prudent manager confronted by <br />these uncertainties would plan to make <br />additions to his plant. <br /> <br /> <br />The second aspect of need is based on <br />the advantage which may accrue from <br />maintaining an efficient and reliable <br />system. Most people Uhder$tand why an <br />electric utility chooses to build a <br />mQ!)~qm..Q..lJe.. ~~,..p.i~.h. ,..!we."~~l/r..~(i.~t. e?m. turb~ne. <br />tq '};~RlaC;:E1 s~venl.Jj $,(I}'Ill,e,r'ilgl ng reCl p- . <br />ro2atingen~liXe$whi th' thep,'assume a <br />role in reserve. Similar"evaluation <br />caQnbe"\lJacle,,conpn;r;li I1g,~he ..effecti Veness <br />~;~!~~~~~i~~~~;~B;~~~~~i~f~8lj~~~~~~cting <br />a ~1. ~Ne.m.~...EB1.~al~.Hq~.re..)j?)~~J..l...q.,e...~e'bl.Such . <br />~~I1~B~~y~~,~ ~~Rulis!jJ;O~l,,~,..X,... ~a.. e <br />lnslgr'~"rHlt9 tp# flljtst1QQ,of tJmlng <br />add"+;1M~"~Ri 9~~:-!~r,,: s,wate,X,?ystem. <br />Th7'ri~,~~~'c~'St;RR'8~J1.~~,,*at~j;',,'s~stems1' ....... .' <br />s~ cn~ils 5~lj,r.glja.:e>>af. tnf'!, ~l{~~ 1 ,1!1$ ~~na.l <br />wll,t,ilJ?er!~e,~ypJu~Je~iJ;<." ..... <br />t~t~:8H~1h~~~t~~'da'}l~t'ef~.'~.~;~~ia -' .'. <br /> <br />o !-<:,,' i !\ >1;' ~'l" - J ~::1;,,-,' - (;''-;. -.' .-.;, _ <br />Cl r<;t!;lff~lR:p;;,QfcJh,~,! arn-lt. ~I)v'ron:;- . <br />menta 1 Impact Statement (EIS) and the <br />public meeting held by the Corps and <br />BtMa"dla:t;er by EPA, advocacy was <br />expressed for an a lternate dam at the <br />mouth of .wa terton Canyon associ ated <br />with a new location for the treatment <br /> <br />. ,- -" - ~ ','. j:-.. ~;, <br />'plant, and also a plan'totitirftetliij~ <br />exi sting South' Pla tte'.div.ersion's'trtlc~,., <br />ture'cOnhected by a tunnel to' a reser"'c~ <br />'yoir adjacent to a similarly situated <br />treatment plant; A third alternative <br />ca 11 s for joi nt. use wi th Aurora .ofa . <br />new diversion dam and the Rampart <br />tunnel with eventual construction of <br />another tunnel parallel to it. As a <br />minimum we are committed to evaluate <br />these alternatives as well as to <br />review all alternatives identified in <br />the EIS. <br /> <br />A provision has been made in stipu- <br />lations filed in the United States <br />Di strict Court for Colorado, as well <br />as in the construction permits pend- <br />ing from the Bureau of Land Management, <br />to insure reiteration of the entire <br />process of impact analysis and permit- <br />.ting before any additions beyond the <br />125 mgd increase are made to the Water <br />Board's system. Accordingly, we do <br />not propose at this time to examine <br />any alternatives greater than 125 mgd <br />or the impacts occasioned by expanding <br />anyone of the alternatives beyond 125 <br />mgd. We do, however, intend to <br />eva 1 uate. the economi c and envi ronmen- <br />tal consequences of project elements <br />which are evidently over-designed for <br />a 125 mgd treatment plan. For example, <br />a greater quantity of spoil would be <br />wasted from an 890 mgd tunnel than <br />from a smaller bore. The impact of <br />this added increment of spoil.would <br />require identification and analysis..' <br /> <br />STUDY OF ALTERNATIVES <br /> <br />Alternatives not to exceed the 125 <br />mgd scale will be sUbject.to three' <br />types of analysis: engineering,.' <br />enVironmental and social. Engineering <br />analysis will examine: <br /> <br />. Feasibility and Reliability: Is <br />the alternative one which can be <br />built and, if built, is there a <br />