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<br />rJ:) <br />t"- <br />o <br />C-J <br /> <br />cursory cost estimates and a further definition of <br />results of this investigation. were presented in <br />Report" in May 1982. After a review of these eight <br />CWCB selected three for final study_ <br /> <br />project features, .The <br />an "Interim', Alternatives <br />a lterriat i ve plans, the <br /> <br />The three plans selected for final evaluation are <br />. Mountain Reservoir, and Warner Point Reservoir; <br />locations of the major facilities. <br /> <br />Avery Reservoir, Sawmill <br /> <br />. Figure ES-l . shows the <br /> <br />The Avery and Sawmill Mountain Reservoirs would be located on Big Beaver <br />Creek. The intake diversion works for these two reservoirs would be built <br />upstream on the North Fork of the White River to supply a pipeline which <br />would convey the water by gravity to the reservoirs. Avery Reservoir would <br />replace the existing Lake Avery, and the existing dam would be removed and <br />repl aced by a 1 arger structure. Sawmi 11 Mountai n. Reservoi r waul d requi re a <br />dam about three miles upstream from Lake Avery. Warner Point Reservoir <br />would require a dam on the White River about five miles doWnstream from the <br />confluence of the North and South Forks. <br /> <br />Water for oil shale interests would be available for diversion out of the <br />White River near the mouths of Sheep Creek, Piceance Creek, and Yellow <br />Creek. The Sheep Creek diversion point would require a pumping plant and <br />pipeline which was assigned to deliver about 26,300 acre-feet annually to <br />the headwaters of Piceance Creek. At this point, del iv'ery of the water to <br />its point of use was assumed to be the responsibility' of the users. The <br />diversion and deiivery facilities at the mouths of Piceance and Yellow <br />Creeks would have 26,200 acre-feet of water available annually. The <br />delivery of this water to its point of use was also assumed to be the <br />responsibility of the users, <br /> <br />The municipal and domestic water for the Meeker area woUld be available for <br />diversion out of the White River upstream of the town of Meeker. <br /> <br />Water for agriculture and coal would be conveyed <br />Ridge into a pressure pipeline beginning at the <br />Beaver Creek and ending near the town of Meeker. <br /> <br />by a tunnel through Oak <br />upper reaches of Little <br /> <br />ES-3 <br />