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<br />000185 <br /> <br />-'J <br />,- <br /> <br />A.rea <br /> <br />Nllmberol <br />wells Size (inches) Depth (Ieet) <br /> <br />Capacity <br />((.I.s.) <br /> <br />2.......__ _ nuunu__ <br />3______.____________________ <br />4.______...._________.__.._._.._...__ <br />~nn _ +_ _ __. _+ __ _.. _ hn _... _ _ _ _.. _ u... <br />6 _______.n__________.____.____________ <br /> <br />" <br />100 <br />80 <br />100 <br />70 <br /> <br />O.S <br />l.S <br />2.0 <br />1.0 <br />.S <br /> <br />41 <br />, <br />J2 <br />24 <br />" <br /> <br />10 <br />" <br />" <br />10 <br />10 <br /> <br />As discussed subsequl.ntly lindeI' u:-;tug-c developmellt." the ,,!1m uf <br />deH.1oIIIHl.'llt ('ontemplnt{'~ flint flit, dl'n~lopnH'llt (If till' ,,-ell fields will <br />he a step-by-step process, extt>IHlillg over S('\'{'fltl .vf'nrs. Undl'!" this <br />procedure, wells would he installed Hnd t('sted in a S('qut'llce which <br />would estnblish the llquiff>r conditions whkh pl'cn1il and would permit <br />modifications in the proposed well spncings und capacities to accom- <br />modate the variations enCollllteri'd. Thus, tll(' ('onstruction and opern- <br />lion costs will he Iwld to Ill(> minimum required to tH'colllplish tlw <br />contemplntt'<l wntf'r snh-llge, hut tlH'." might vllry from tll(' (lstilllutC'd <br />costs. <br />The pllln <.'ontemplntC's the installution of obsC'n"utioll wells along <br />the perimctl'r of t.1lt' o\'NHll wutl'1' snlvage Urt'u. Periodic measurements <br />of the depths to ground wlltel' williit' lllnth~ at these \H'lIs during Hud <br />nfter constructioll, and op('ration uf the pumping installntions will be <br />regulated so llS to insure thll! the PJ'ojt'et operation willllol udversely <br />affect irrigntNllnnds in the nfl'H" <br />The cost estimntrs pl'oyidl' for installntioll of \H'llthnproof, el('('- <br />tricl111y IlriYl'Il, water Illhricutt'd1 <1ee/) well turhint' pumps ('quipped <br />with mltlllllll sbuters. Flollt controll('( , 11l1tomlltie shutoff switch(.s Uf(~ <br />pro\"idpd to turn off the pumps wh(,1l flows cellse. :\0 plllnphollSt'S lU('. <br />contC'mplult'(t. In light of tIlt' \"llrying qlllllity of g'I'OHlld water~ in the <br />\'nl'i()lI~ snlvngl' an'as Ilnti th(' rt'quin'IlH'llt thut tilt-' salva!;,'d wuters <br />mcet the quality-of-water rl'quin.menb of the Hio Grunde compnct, <br />the !Jlnll contcll1plntes thut opPrHtion of tIH' w('lIs will be sllllfWd to <br />yiclt suitable (flintily ,It,li\'erie:-; as wplllls to insure that conveynlltc <br />chullllel Hows during: periods of hig'h surfllt'l' runoff do Ilot excPl'd sufe <br />channel cllpncities" <br />To tilt' ('XtPllt pmrticahlt,. tllt' w('lIloelltiolls will he chosen so liS to <br />pt.rmit ('ssi'lltinlly (Iin'ct disehnrgt' into tll(' ('OIlH'YUII('C dHlnnel",. <br />\\'I1('l"c this is not prncti.'llbl(', slllullllltl'r:ds will ('oll('('t, the disdwrges <br />of s.c\'ernl wdls, us indicnt('d 011 druwiug: 253-504-} S24, Hnd deli\'('1' the <br />combined flows to the conve.nUh'l' ChHIlIH,ls. The Jesigns of the lutpnds <br />lire bllSpd on l'llpnciti(.s equnl to 110 pt'IT('nt of the Ilorlllnl dis('hnl"};es of <br />the wplIs tributary to the 11Itl'rah-. The pllln cOlltt'lllplalt's thllt the <br />Intends will dbdlUr!!l' into thp ('Oll\"t'yall{'l' ehulIllt'ls on gl'lHlf' or <br />throll~h COIlCft'tp drop structures. Adrqu:ttt' uc('rss roads llnd dlalllle! <br />crossings will be provid('d throughout till' ~ulvngl' ttJ't'as to pel'mit C'll:-;Y <br />access to tht' pumping instllllntinlb anti the l'lpctric tl'Hnsmi~sioil <br />fnci!ities. <br /> <br />Eleciric transmission lacilitits <br /> <br />Existing tr:lIlSlllissioll faeilitil's of tilt' Puhlic St'1'\'il'(' Co. of Colo- <br />rado ,,-ill permit ddin'ry of l'li,(.tric pO\H'r 10 the project nrl'u. Thl' pbm <br />of de\'i'lopnwnt rOlllt'mpl:ltl':-; that pO\H'r for project pUlIlping will b{' <br />ohtnillt'd from Ft'd('l"lIl w:lter pnwi'I' d('\:clopTIlcllts in ('olol"l1do throllg-h <br />n wIwelill!! agn'('lIu'1I1 \\-ith the Puilli(' St'ITi('C' Co. of C'olonulo. <br />