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<br />Dam through the Gunnison Tunnel and the South Canal to the <br />Uncompahgre River. <br /> <br />To distribute the waters of the Gunnison and Uncompahgre Rivers, the <br />South and West Canals were constructed. Some of the larger existing <br />private canals that take water directly from the Uncompahgre River <br />were purchased and then enlarged and extended. Laterals were <br />constructed to deliver water from the South Canal to project lands. <br /> <br />Principal project features are shown on Figure B.2 and are described <br />as follows: <br /> <br />Taylor Park Dam and Reservoir. Taylor Park Dam is on the Taylor <br />River, a tributary of the Gunnison River. The dam is a zoned <br />earthfil1 structure 206 ft high, with a crest length of 675 ft and a <br />volume of 1,115,000 cubic yards. It creates a reservoir with a <br />storage capacity of 106,200 af. The spillway is an overflow type <br />with a crest length of 180 ft and a capacity of 10,000 cubic yards. <br />The outlet works consist of a horseshoe shaped tunnel with a <br />diameter of 10 ft, and a capacity of 1500 cfs. <br /> <br />Gunnison Diversion Dam. Tunnel. and Canal System. The Gunnison <br />Diversion Dam on the Gunnison River, about 12 miles east of <br />Montrose, is a timber-crib weir with concrete wings and a removable <br />crest. The dam has a structural height of 16 ft. It di verts <br />Gunnison River direct flows, as well as releases from the Taylor <br />,Park Dam, into the Gunn1'son;Tunnel. " <br /> <br />., -, ' l! ;-~ <br /> <br />i ~:"';.>:: .. <br /> <br />The Gunnison Tunnel was designed as a rectangular section 11 ft wide <br />and 12 ft high, with an arch shaped roof. A number of modifications <br />have been made since the original construction. It is 5.8 miles <br />long and tests performed in the spring of 1987 confirmed a maximum <br />capacity of 1135 cfs. <br /> <br />B-9 <br /> <br />[J (jUOD3636 <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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />