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Last modified
11/23/2009 1:07:19 PM
Creation date
10/4/2006 10:03:03 PM
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Floodplain Documents
County
Gunnison
Community
Uncompahgre Valley
Title
Upper Gunnison-Uncompahgre Basin Phase 1 Feasibility Study Summary Report
Date
5/1/1989
Prepared For
Colorado Water Resources and Power Development Authority
Prepared By
HDR Engineering, Inc.
Floodplain - Doc Type
Project
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<br />Table <br /> <br />1.1 <br />3,1 <br /> <br />3.2 <br />4.1 <br />4.2 <br /> <br />5,1 <br /> <br />5.2 <br /> <br />5.3 <br />6.1 <br /> <br />6.2 <br /> <br />6,3 <br /> <br />6,4 <br /> <br />6.5 <br />6.6 <br />7.1 <br />7.2 <br /> <br />LIST OF TABLES <br /> <br />Study Work Tasks <br />Taylor River Privately Held Instream Flow Decrees <br />Included in the Model <br />Conditional Decrees Operated in Basin Model <br />Summary of Study Area Water Demands <br />Shortages to Agricultural Demands, No-Action <br />A lternat i ve <br />Summary of Screening Results <br />Water Management and Conservation Measures <br />Recreation Components Recommended for Inclusion in <br />Alternative Plans <br />Summary of Potential Storage Reservoirs <br />Components Recommended for Consideration in <br />Plan Formulation <br />Ohio Creek at Mouth, Modeled Average Monthly Flow <br />with Castleton Reservoir <br />Tomichi Creek Above Razor Creek, Modeled Average <br />Monthly Flow with Sargents No, 3 Reservoir <br />Cochetopa Creek Above Los Pinos Creek, Modeled <br />Average Monthly Flow with Pauline Reservoir <br />Alternative Plan Comparison Table <br />Preliminary Cost Estimate - Alternative No,S <br />Financing Strategy for Alternative No,S, Phase 1 <br />Breakdown of Total Annual Cost, Alternative No.5, <br />Phase 1 <br /> <br />-4- <br /> <br />Paae <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />1-6 <br /> <br />3-6 <br />3-11 <br />4-3 <br /> <br />4-5 <br /> <br />5-3 <br /> <br />5-5 <br />5-9 <br /> <br />6-7 <br /> <br />6-8 <br /> <br />6-8 <br /> <br />6-8 <br />6-9 <br />6-10 <br />7-7 <br /> <br />7-8 <br />
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