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WSP02879
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Last modified
1/26/2010 12:47:25 PM
Creation date
10/11/2006 11:24:37 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8147
Description
Arkansas River Basin - Gunnison-Arkansas Project
State
CO
Basin
Arkansas
Water Division
2
Date
4/5/1949
Author
DOI-BOR
Title
Gunnison-Arkansas Project - Report of the Regional Director - Original
Water Supply Pro - Doc Type
Report/Study
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<br />001701 <br /> <br />~.cr: 1.t..,~'J"- <br />used by the powerplant dr&fb-4~be. Prom the stilling basin the water <br /> <br />would be discharged directly into the Clear Ureek Reservoir. <br /> <br />The powerplant together with appurtenant struotures ciS', estimated <br /> <br />to cost $ __1, .-.J...:. ' . l (.!) <br /> <br />Granite-Wapaco Power Canal <br /> <br />A fully concrete-lined canal ~'i th a capaci ty of 600 second,..feet <br /> <br />woUld convey the water released from Clear Creek Reservoir south>lard <br /> <br />rough]y parallel to the Arkansas River 8. dist~nce of 7.6 miles. The <br /> <br />canal would termina,te at the I'lapaco Powerplent. <br /> <br />The estimated cost. of this canal, including lining, i8 $2,131,000. <br /> <br />Wanaco Powernlan t <br /> <br />The Wapaco Powerplant. would be located at the foot of a 2,l00 <br /> <br />foot penstock at the end, of the Granite-Wapaco Canal, about 6 miles <br /> <br /> <br />north of rluena Vista. The average head would be 495 feet. A waste- <br /> <br />way ci)nsioting of a siphon spillway in the canal just above the <br /> <br />entrance to the penstock and a steel pipe 48 inches in diameter <br /> <br />alongside the penstock would carry waste water to the sarne stilling <br /> <br />basin as the one used by the draft tube of the pO>lerplant. <br /> <br />The estimated cost of the powerple.nt and appurtenant structures <br /> <br />is $ .3..S-;'O,Jd 0 . <br /> <br />44 <br />
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