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<br /> <br />. <br /> <br />CHAPTER II <br /> <br />COMPREHENSIVE PLAN <br /> <br /> <br />for sediment retention ih a 100-year period. At the normal water surface <br />elevation the reservoir would have a surface area of 23,000 acres. At the <br />inactive storage pool elevation of about 6,109 feet the reservoir would <br />have a surface area of 14.600 acres. The normal water surface elevation <br />of 6,150 feet was tentatively selected as about the maximum active conser- <br />vation level that could be attained without encroachment on developed prop- <br />erties and the sewer outlet at the town of Craig, Colo. <br /> <br /> <br /> <br /> <br />); <br /> <br />. <br /> <br /> <br />,", <br /> <br /> <br />~, <br /> <br />;.,' ' <br /> <br />",.'-' ~', ~, <br />" ' " ,,_. """" :-;" ',;>t' <br />':,., ," .....,~.A;:"";6i,,>-:,' <br />"" ' ,~<t''" -' ~ ';., ::"" <br /> <br />Looking upstream (east) at Juniper Reservoir site <br />on the Yampa River from a point about a half <br />mile northeast of the dam site. <br /> <br />The dam forming the reservoir would be a rolled earth- and rock-fill <br />structure. It would be about 215 feet in height above streambed eleva- <br />tion of 5,945 feet and would have a crest length of 1,030 feet. The out- <br />let works to the Deadman Bench Canal would be a concrete-lined conduit <br />through the left abutment of the dam at an elevation of about 6,105 feet. <br />It would have a capacity of 2,050 second-feet. The spillway would be a <br />gated open-chute structure, also located in the left abutment. <br /> <br />. <br /> <br />19 <br />