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WSP12030
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Last modified
1/26/2010 3:19:39 PM
Creation date
10/12/2006 5:21:29 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8441.400
Description
Colorado Big Thompson Project - Reports
State
CO
Basin
South Platte
Water Division
1
Date
4/1/1987
Title
Joint-Use Reservoir and Green Mountain Exchange Projects - Final Report
Water Supply Pro - Doc Type
Report/Study
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<br />/,-,:, <br /> <br />.' <br /> <br />'. <br /> <br />o <br />o <br />C"' <br />m described In the Initial Screening Report, (Boyle, 1986). The screening resulted in selection of <br />~ <br /><:J:) the highway route for conveyance of water from Green Mountain Reservoir to Dillon Reservoir, <br /> <br />and selection of the following six reservoir sites for further study. <br /> <br />o Red Mountain Site on the Colorado River <br /> <br />o Wolford Mountain Site A' on Muddy Creek <br /> <br /> <br />o Wolford Mountain Site C on Muddy Creek <br /> <br /> <br />o Azure Site on the Colorado River <br /> <br /> <br />o Wolcott Site on Alkali Creek <br /> <br /> <br />o Una Site on the Colorado River <br /> <br />Phase 2 consisted of hydrologic, operational and water rights analyses using a hydrologic <br /> <br />simulation model. The results of Phase 2 investigation are summarized in the report, Preliminary <br /> <br />Hydrologic Analysis and included as Appendix A. Phase 2 analysis demonstrated that all six <br /> <br /> <br />reservoir sites could produce the necessary yield to meet the Joint-Use Reservoir requirements <br /> <br />(approximately 30,000 af), and that Wolcott Reservoir alone and several reservoir combinations <br /> <br />could be used to replace the existing function of Green Mountain Reservoir as part of the Green <br /> <br />Mountain Exchange Project. <br /> <br />Phase 3 is concluded with this Final Report which summarizes the complete Study. In <br /> <br /> <br />addition to the initial screening and hydrological aspects it presents the reconnaissance-level <br /> <br />designs and costs estimates of the six reservoir sites and conveyance system. It is supported by <br /> <br />more detailed discussions inthe following appendixes: <br /> <br />o Appendix A - Hydrologic Analysis: hydrologic operational analysis and probable <br />maximum flood analysis. <br /> <br />o Appendix B - Preliminary Design of Reservoir and Conveyance System: <br />geotechnical.analysis, design considerations and detailed cost estimates. <br /> <br />o Appendix C - Field Geotechnical Exploration of Red Mountain and Wolford <br /> <br /> <br />Mountain A': drilling logs, field observations and iaboratory tests. <br /> <br />1-4 <br />
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