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WSP06130
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Last modified
1/26/2010 2:21:23 PM
Creation date
10/12/2006 1:27:01 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.760
Description
Yampa River General
State
CO
Basin
Yampa/White
Water Division
6
Date
2/26/1957
Author
BOR
Title
Yampa-White Project - Colorado Utah and Wyoming - Reconnaissance Report - February 1957
Water Supply Pro - Doc Type
Report/Study
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<br />0023, '0'," <br /> <br />CHAPrER III <br /> <br />PROJECT DEVELOP11ENT <br />(Hayden Mes~ lli.it) <br /> <br />. <br /> <br />storage elevation of 7,000 feet. The dam forming the reservoir would be <br />a rolled earth-fill structure 216 feet in height above streambed and 160 <br />feet long at the crest. The outlet works, with a capacity of 390 second- <br />feet, would be a concrete-lined conduit through the left fl,bntment. !-. side <br />channel spillway, with a capacity of 1,900 second-feet, also would be pro- <br />vided on the left abutment. <br /> <br />East Fork Feeder Canal <br /> <br />East Fork Feeder Canal would have a capacity of 475 second-feet and <br />would be approximately 15.4 miles in length. The diversion dam at the <br />head of the canal would be a concrete weir type, !>bst of the canal would <br />be lined, but it would include some unlined sections, a siphon, a.'ld 'uench <br />flume, At the terminus of the canal at Dunkley Creek, a chute end still- <br />ing basin would be required. <br /> <br />Hayden Bench Canal <br /> <br />Hayden Bench Canal would have an initial capacity of 390 second-feet <br />and a terminal capacity of 10 second-feet. It would be 81.5 miles in <br />length and would consist almost entirely of unlined earth section. <br /> <br />. Twenty Hile Park Canal <br /> <br />Twenty Mile Park Canal would vary in capacity from lKl to 5 second- <br />feet. It would be 15 miles long and would consist mostly of unlined earth <br />section, <br /> <br />Laterals and Drains <br /> <br />Costs of laterals and drains were estimated from general data on <br />costs per acre for serving similar lands of other projects. The drains <br />are expected to be short, open structures leading to nearby natural water <br />courses. <br /> <br />Construction Considerations <br /> <br />. <br /> <br />No serious geological problems are apparent that would seriously <br />hamper the construction of Dunkley Dam. Steep slopes and unstable soils <br />along part of the East Fork Feeder Canal line would require some special <br />work in the design and construction of that canal, The distribution <br />canals below Dunkley Dam are not expected to present difficult construc- <br />tion problems. A construction period of about 3 years would be required <br />for the unit, Because of climatic conditions, the \lark would be limited <br />to the period from April through November. No construction camp would <br />be required as housing facilities would be available in cOlllllIlU1ities near <br />the unit features. <br /> <br />31 <br />
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