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<br />002030 <br /> <br />Tudor/State Alternative 8 <br /> <br />Preliminary Alternative 8 would have only one major feature, a 196,000 <br />acre-foot capacity Elkhorn Reservoir (See Map 3). This reservoir would <br />store flows from the South Fork and upper mainstem for eventual release to <br />the River to serve conservation uses in the lower basin. A 14.0-megawatt <br />Elkhorn Dam Power Plant would generate power using these flows. These <br />flows would occur mainly during the irrigation season and would produce <br />some intermittent dependable capacity. An average of 47,300,000 kilowatt- <br />hours of energy would be produced annually be this alternative. Elkhorn <br />Reservoir would supply 64,800 acre-feet of water per year for municipal and <br />industrial uses and 216,700 acre-feet of water per year for agricultural <br />uses. It would produce a yield of 14,400 acre-feet of water per year of <br />new water. <br /> <br />It should be noted that there are only two competitive "sets" of alterna- <br />tive projects. The first set would be Grey Mountain Reservoir standing <br />alone (Alternative I), with a possible major peaking power addition con- <br />sisting of Idylwilde Reservoir plus major power works, which produces Alter- <br />native 2; and the second set being Elkhorn standing alone (Alternative 8), <br />with a major peaking power addition consisting of New Seaman Reservoir plus <br />major power works, which produces Alternative 7. The two major sets are <br />mutually exclusive, as the selection of one set forecloses on the develop- <br />ment of the other. Within each set, however, the conservation reservoir <br />cmlld be developed independently with or without the peaking power elements. <br /> <br />Thus, it is probably most meaningful to compare the single reservoir alter- <br />natives, Alternative 1, with Grey Mountain Reservoir" versus Alternative 8, <br />with Elkhorn Reservoir, separately and then the peaking power increments <br />consisting of Idylwilde plus associated features (Alternative 2 minus Alter- <br />native 1) and New Seaman plus associated features (Alternative 7 minus <br />Alternative 8). Because of the high heads and flows available, run-of-the- <br />river power is a logical increment for all alternative projects. Thus, it <br />would be most enlightening to view the single-reservoir alternative projects <br />as multipurpose conservation storage structures encompassing run-of-the-river <br />hydropower. It is not appropriate to attempt to compare Idylwilde and New <br />Seaman separately, as they were not formulated to stand alone. <br /> <br />Summary Evaluation <br /> <br />From an engineering standpoint, no apparent reasons are found to preclude <br />construction of any of the four altetnatives studied. No serious geologic <br />problems were found. <br /> <br />.",,further optimization of facil ities' designs would be necessary, according <br />to the report, to develop more refined cost estimates and better project <br />output data. <br /> <br />4 <br />