Laserfiche WebLink
<br />Powell Park a1d Lost Park Reservoirs <br />This two-reservoir alternative would utilize <br />water for irrigation requirements a.nd <br /> <br />Lost Park <br />industrial <br /> <br />Reservoir to <br />water for <br /> <br />store <br />cOill <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />approximatel,f 10 miles along the White River and <br />terminating~t the 3000-foot tunnel through Oak Ridge. <br />shale water would be released directly to the North <br />downstream. <br /> <br />Big Beaver <br />Municipal <br />Fork for <br /> <br />Creek, <br />and cil <br />diversion <br /> <br />The abutment!; at the best topographic site are composed of the Eagle Valley <br />Evaporites. Dissolution and resulting slumping are intense and would create <br />extreme construction and stability problems. <br /> <br />Warner Point Reservoir <br />The Warner Pc,int alternative would be similar to Steeley, except that the <br />reservoir WOL Id be located downstream of the confluence of the North and <br />South Forks cf the White River. Some variation in the irrigation and coal <br />delivery system would result. The reservoir site used in this plan would <br />not inundate Lake Avery or the confluence of the two forks. This reservoir <br />has considerable potential for hydropower.. <br /> <br />Warner Point Dam and Reservoir would be located on the White River <br />approximately three miles above Miller Creek. The dpm would have a height <br />of 180 feet and a crest length of 1160 feet. Total reservoir storage would <br />be about 65,000 acre-feet. <br /> <br />The irrigation and coal delivery systl!m would require a pumping plant <br />located on the north bank of the reservoir. The pumping plant would <br />discharge into a pipeline about six mil,es long that would parallel Big <br />Beaver Creek to the tunnel through Oak Ridge. Direct releases to the river <br />will satisfy the municipal and oil shale demands. <br /> <br />The abutments should be in hard sandstone <br />north. The river valley may contain up to <br />bedrock. <br /> <br />and siltstone dipping to the <br />100 feet of gravel overlying <br /> <br />IV-8 <br />