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WSP03789
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Last modified
1/26/2010 12:52:09 PM
Creation date
10/11/2006 11:58:37 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.765
Description
White River General
State
CO
Basin
Yampa/White
Water Division
6
Date
8/16/1982
Author
Corps of Engineers
Title
Taylor Draw Reservoir Project - Environmental Impact Statement - Final
Water Supply Pro - Doc Type
Report/Study
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<br />M25'79 <br /> <br /> Year Year <br />Item 1990 2014 <br />Recreatlon/Dead Pool 2100 AF 1434 AF <br />Sedimentation 1730 AF 7395 AF <br />Rangely 1735 AF 1735 AF <br />Other Water Sales 8235 AF 3236 AF <br /> <br />It Is possible that the yield from the reservoir could change If <br /> <br /> <br />another party, such as the town of Rangely or an oil company, were to <br /> <br /> <br />transfer a water right to the reservoir site, At this time it Is not <br /> <br /> <br />possible to predict how the depletion pattern might change. The <br /> <br /> <br />change would depend on the seniority of the right transferred and the <br /> <br />conditions Imposed by the State of Colorado. Should this occur, the <br /> <br /> <br />proposal would need to be evaluated under the requl rements of the <br /> <br />National Environmental Pol Icy Act and Endangered Species Act. <br /> <br />2.2.3,4 Addition of a reservoir would affect the "finn annual yield" <br />of the White River In the vicinity of Rangely. Finn yield is the <br />mlnllTU11 aJT'Ount of water that could be diverted from the river on a <br />continuous basis over the year, Without a reservoir to supplement <br />withdrawals In times of drought, the flnn yield would be the lowest <br />recorded flow In the driest year, 62 cfs or 44,930 AF per year <br />(1.75m3/s or 56x106m3). This diversion would completely deplete the <br />flow In the White River during a drought year. A flnn yield with the <br />reservoir In place has been establ ished for maintaining a minimun <br />bypass of 200 cfs (5.65m3/s) or the Incoming flow, whichever is less. <br />The I ntent I on I s not to cause the flow to be 1 ess than 200 cfs <br />(5.65m3/s) during filling. At most times the release from the <br />reservoir will be the same as the incoming flow. See Figure 5-1, 5-2, <br />and 5-3 for the projected effect on downstream flow due to fill ing of <br />the reservoir. With the above assunptlon, the Incremental flnn yield <br />with the reservoir would be 29 cfs or 21,240 AF per year (0.83 m3/s or <br />26x106m3).(26) The implementation of Alternative A could actually <br />result In a depletion of 21,240 AF (26x106m3) from the White River <br />6 3 <br />Instead of the actual reservoir capacity of 13,800 AF C17x10 m), <br /> <br />15 <br /> <br />L, , <br />
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