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<br />I <br />I <br />II <br /> <br />I <br /> <br />I <br />:1 <br />,I <br />I <br />,I <br />II <br />I!I <br />,~ I <br /> <br />I <br /> <br />II <br />II <br />I <br />II <br /> <br />I <br /> <br />,II <br /> <br />I <br /> <br />:1 <br />I <br />I <br />'I <br />, <br />I <br /> <br />'I <br />I <br /> <br />SECTION 3. PROJECT DESCRIPTION <br /> <br />The St. Vrain Left Hand Water Conservancy District proposes to build a <br />dam from ridge to ridge in the eastern part of the Study Area. As shown on <br />Geologic Cross Sections A and B (Plate 10 and Plate 11) the finished crest <br />elevation of the dam would be roughly 5,740 feet and the spillway elevation <br />would be approximately 5,720 feet. The dam would rise some 320 feet above the <br />lowest existing elevation of the valley floor. Excluding excavation in the <br />abutment areas, the crestal length of the dam axis would be approximately <br />2,900 feet if located as Geologic Section A and some 2,450 feet if located as <br />Section B. <br /> <br />As illustrated in Figure I, <br />elevation, the dam would create a <br />700 acres. <br /> <br />if water were impounded to spillway <br />reservo ir with a surface area of some <br /> <br />If an earthfill-rockfil1 dam is built, the emergency spillway would be <br />located in an existing broad, natural drainage course which is located just <br />south and east of the proposed north abutment area. If the dam is built <br />solely of concrete the spillway would be entirely incorporated into the <br />structure. <br /> <br />Although Coffintop Dam is planned as a part of a larger 150 MW <br />hydroelectric enterprise, this report does not address the geotechnical <br />feasibility of any facilities other than the Coffintop Dam and Reservoir. <br /> <br />.~- <br /> <br />UEBLACKER ASSOCIATES. INCo <br />