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<br />-e- <br /> <br />1- <br /> <br />e <br /> <br />---e-- <br />I <br /> <br />1515. <br /> <br />(Alternative plans) <br /> <br />Cabin Creek.,.Alrnont Tun""l.-This tunnel, 9 miles long, would be used <br />to transport water pumped from the Lower qunnison Collection System and <br />would have its south portal on Cabin Cree~ and its north portal at the <br />Almont Reservoir. <br /> <br />Length. . . . . <br />Capaci ty. . . . <br />Estimated cost. <br /> <br />. . . . ~ . . 9~O miles <br />. . . . . " 1,200 seo.-ft. <br />. . . . . . ~l4,1l7~OOO <br /> <br />. . <br /> <br />. . <br /> <br />. . . <br /> <br />. . <br /> <br />. . . <br /> <br />. . <br /> <br />Gunnison-Arkansas Tunnel.__If the ~~~imum Physical Development by <br />stases wel'e contemplated, the Gunnison-Arkansas Tunnel from the Almont <br />Reservoir to Taylor Park to Cottonwood Creek would be constructed in the <br />Maxkum Gravity Diversion to the ultimate capacity. The l,OOO second- <br />feet capacity tunnel required in the Maximum Gravity Diversion could <br />carry the nccessary-l, 400 second-feet in the J.:e.ximum Physical Develo?ment <br />if it wero reinforced to withstand the pressure head imposed by)" full <br />J.J.mont Rosoriroir or the e'Pivalent from pumping. LikeWise, tho Almont <br />Pumping plant capacity would be 1,400 second-feet instead of the l,OOO <br />second-foot.required for the Na.Y.imUI:l Gravity Diversion. The additio.ool <br />cost of this reinforcement and increased pumping capacity would .be <br />chargeable to the Maximum Physical Devolopment oven though they were <br />providod in the prior stage. These additional costs are estimatod as <br />follows: <br /> <br />Almont-Tcylor Parko ... . . . . ... . ~2,038.000 <br />Taylor Park-Cottonwood Creok. . . . .. 3,737,000 <br />Almont Pumping Pl~nt. . . . . . . .. l,5l3,OOO <br />Tota.l... . .'~ ,'.". . . ._. . . . "7,288,,000 <br /> <br />Tenderfoot Tunnel.-':'If tho Haximwn PhysicnJ. Dovelopment wore con- <br />templc.tod beforeh:md, this tunnol would be constructod in the 1laximu.'Il <br />Grc.vity Diversion to the ultimc.to roquirod capaoity of 2,200 second- <br />feet. Thoroforo, no onlargomont for tho imximUI' Physical DeveloplOOnt <br />would bo noodod, and no additional cost would be ohargonble theroto. <br /> <br />Wellsvillc-Texas Creok Tunnol.__This tunnol oonsisting of threo <br />sootions would connoct tho Yiellsville-Texas Crock Cnnc.l and the Texas <br />Creek Powerplant. The first section of tunnol, 2 milos long, would <br />oxtend frOI' the east end of the Hollsville Di vor sion Canc.l to a point <br />on Badger Crook about 2 miles c.bovo its confluence with the l~knnsas <br />River. Tho second section of tunnel, 13 milos in longth, would be oon- <br />struoted from Badgor Creek to Fernleaf Guloh about 2 miles o.bove the <br />mouth of tho (';ulch. Tho third Md last sect:L..on.of tunnolc,_l m:l.le.J..o_nga____ <br />. would-connoct-Fernlcar-Gulclinna- tlie Texas Crock Poworplant ponstock. <br /> <br />15 <br />