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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 />OD?5'H <br /> <br />In 1979, were developed to assess the need for a water project, the <br />size of any proposed project, and the location of the project. <br /> <br />, <br /> <br />2.1.0.4 The report In 1966 studied two reservoirs at the Taylor Draw <br />Dam Site wIth capacities of 31,000 AF and 74,000 AF C38xl06 to <br />6 3 <br />91xl0 m). At the completion of the study, the lack of firm <br />commitment for water caused the project to be postponed. <br /> <br />2.1.0,5 In 1979, after the town of Range1y experienced the severe <br />drought of 1977 and various stages of flooding, Water Users <br />Association No, 1 authorized another feasibl1 ity study for the Range1y <br />Project. The scope of the study was limited to a reservoir that would <br />satisfy the following conditions: <br /> <br />1,) Meet the immediate needs for municipal water supply for <br />the town of Rangely during drought years, such as 1977 <br /> <br />2,) Provide a re1 iab1e source of Industrial wate,r, <br />irrigation water, and water for exchange uses to all <br />potential water users within the boundaries of Water <br />Users Association No, 1 <br /> <br />3,) Eliminate the flooding that occurs in Range1y and the <br />surrounding area once every 7 to 10 years as a result <br />of Ice jams <br /> <br />4.) Be small enough that the entire funding could come out <br />of a local bond election without outside participants <br /> <br />5.) Provide local waterborne recreational benefits <br /> <br />2.1,0,6 The alternatives of the Taylor Draw Reservoir deemed to meet <br />one or more of these project conditions, are evaluated in detail. <br /> <br />5 <br /> <br />1.r-.6 <br />
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