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OO()186 7:, A:; di~cus.-;ed :;uhsequf'lItly lIn(lt~r "StS!;!C Development," the plan pro\'ides for stnge t'ollstruction of ubout 110 miles of transmi~sion lines and related plectric facilities required to delin'f power from the l'xisting- Public Sl'rdce Co. of Colorado lines to the well field pumps. The northern portion of the salnl~e nn'lt is rrosseu by n 69-kilo\-olt tmnsmis...ionlinc of the Public Srf\'ice Co. of Colorado. which parallels Colorado Highway Ii IWLWCCII ~Ioffut und Hooper. It is plnnncd to tup this Jim' at the point wlH're it croS:'.l'S Ow wnter slth'uge c1IllIlnd north of Hooper. At this point, a f39j13.S kilo\'olt substation is plnuncd with lines funning to ull wPlllh.lds nbon' Stlll Luis Lake. Stub lines in the wt'll fi('lds will connect (.uch pllll1p installation with the tran~- mission lilies. For the wl'll fi('IJs southen..-.;t of ;:jail Luis L!lkl', it is planned t{) tup into the (i9-kilovolt line of the Puhlie Sl'niCl~ Co. of Colorado, which parallels the Denver and HioGr:mue\Yesh'rn Hnilrond Ptl....::.twllrd from Alllmosll. A 69j13.S-kilovolt suhstotioll will be locah'd at a point about 2 miles l'ast of the maill {'onn'Yllnl'e Chtltlnf'l. From there, lines will rUIl to the well fields, with stub lines to tht' individull! pumps. Tht. tnmsmi",sion linps will nIl he :-\ingle wood pole construction. ~o diflieuJtips ".ill bp etH'ulllltl'rpd in the constructiOn of the lines. CO:"VEYA:"CE {)HAXXELS The convevallCI' ehlllllH'ls consist. of the main conn'vallce channel from tlH' :\lishak Lukes :(\ationnl \\~ildlife Hcfuge to tl;e Hio GrtH1dt~ Hnd the east sid.. C(lnveynnc<' chmlllC'1 which collpcb thp salvllged wnters in sah'nge areas 5 and 6 and dl'lin'l'S them to tll{' main con"cy- anee channel at station 670+00. A minor ehunnel with appropriate structnrps would COIInI'ct the mnill COIlYl'Y:lIll'{' l'hullllcl with San Luis Lllke 1\(-'111' the :-;ollthl'fIl end of the Ink('. ~ The lllfln of den'lopmellt provides thnt l'!lPllcities of the main and ('ast si< e conn'vunl't' l'halllwls will iIHTCllS(-' ilS lnternl inflow makes IIp!)ropriate. The l'hntltlels I1rt' desiglwd to cnrry, without. d!lmnge, all tri )Utary f10\\":" with generous nllo\\"luH'I'S for pt.ak flows. They would luwe 10-inch minus cobble or tTu~hed rock on the bottoms for a dist.JlIlct' of ollP-hnlf mile t".(-'r.... 2 milps (25 jH'rl'eIlt of the length) to impron' fish hnbitllt. A g'l"llvl'll'd rond with appropriate turnouts for parking- would l){' pnwidl'd nlong the hllllk of p:\('h COIl\'P.\'IlIH'C clHlIlllC'] to pro\'idp pllblk :lC'CP.ss to tl1(' dlllTlIleb. r}Wllllel ratification upstTram .from ('olorudo lIighway 17 1{1'llsollllbly well-definl'd ('hlltllwb exist lhl"<lllgh wnler Snl\'ll~e llrt'll 2 Wht'fl' thl' soils HI"<' I"<'llltin:,ly impervioHs. TIll' plan provides that the l'xbting- t'hnllllel will bt' strnighlt-'IH'd by Hse of l'OllljHH'led-t'ttrth dikes to (prIll :t sin~II', cOlltinuous, unlined l'oll\'t"'lIllt'(' t'hllllllell'Onn('ctilw ,- .. ~ \\'ith tilt' l'xistitlg l'Onl'l"t'tl', lllultiph' box ('Hln'rt which ('ros~{'s lIIlJf'i. Colonlli<) IIi!!h\\'llY 17. The pIun l'ontf'lIlplutt,s "'llfficit'llt channl'l rectificatiun to pstahlish II dl'filwd ('hannel ,,-ith a l'upllcity tlf :H St'I'llIHI-f('el throllg:hollt. It is l'ollsidprl'd IfUll thi:-, call Ill' a('('(lIllplislll'd ,!!t'lwmlly within tIlt' 5urfacp malt'ri:ds :lIId prn\"idt' It I"t'u:-;ollllhly illlpl'niullS c1wllnl'1. Th(' existillg' ('h:lIlllpl Cllll l)(' IIlilizl'd b,' l'olbtnH'tin~ =-II11l1l t'artlt dikl's nt a fl'\\" points alollg' tht' bunk:, \~'Iwrl' 1I1'I'I':-,~ar." tn cnnfilw tllt' flow=-. TIlt' ('stinwIP includl's illlnwalH'('~ for thrl'l' hridg'l's aerns:, thl' l'h:lIlIIl'!.