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Last modified
3/26/2010 3:55:22 PM
Creation date
9/30/2006 10:14:26 PM
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Template:
Publications
Year
1987
Title
Construction Fund Annual Report 1987
CWCB Section
Finance
Author
CWCB
Description
Construction Fund Annual Report 1987
Publications - Doc Type
CF Annual Report
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<br />. <br /> <br />COLORADO WATER CONSERVATION BOARD <br />721 State Centennial Building <br />1313 Sherman Street <br />Denver, Colorado 80203 <br /> <br />Comanche Reservoir <br />(City of Greeley) <br /> <br />Introduction <br /> <br />Comanche Reservoir is one of the larger high elevation, raw <br />water storage units owned by the City of Greeley. It is <br />located on Beaver Creek approximately 9 miles south of Rustic <br />in Larimer county. The dam for this reservoir is an earth <br />embankment with a maximum height of 40 feet and a crest length <br />of 1,500 feet. It impounds a reservoir, when full, of 2,600 <br />acre-feet. <br /> <br />Problem <br /> <br />. <br /> <br />In January, 1986, the State Engineer restricted storage in <br />Comanche Reservoir to 1,660 acre-feet due to excessive <br />embankment seepage and the potential for piping of foundation <br />materials. Being able to maintain storage in this reservoir to <br />its maximum capacity is vital to the city's winter water system <br />operations, as well as for assuring an adequate water supply <br />during a drought. For these reasons, the city had a <br />feasibility study performed to determine the best solution to <br />this problem. The study was done by Morrision-Knudsen <br />Engineers, Inc.. of Denver, and is the basis for the <br />recommendation on this project. <br /> <br />Proposed Proiect <br /> <br />After studying several alternatives for the rehabilitation <br />of Comanche Dam, the consultants selected the alternative that <br />would raise the dam crest by 6 feet to route the probable <br />maximum storm, construct a split level overflow spillway with <br />roller compacted concrete. repair and extend the existing <br />outlet works, replace the existing outlet works hourglass <br />structure, repair and/or reinforce the existing riprap, and <br />control and collect the embankment and foundation seepage. The <br />estimated cost of this project is $1,725,000. <br /> <br />. <br /> <br />2354E <br />
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