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<br />estimate water yields for alternative Joint-Use Reservoirs and alternative Green Mountain Reservoir <br />water exchange projects and to develop preliminary designs and cost estimates based on an <br />approximately uniform level of investigation. This information is required prior to any decision on ~ <br />the next level of development of these projects. <br /> <br />This Study has been conducted in three phases. In the first phase, existing data was <br />collected and evaluated for initial screening of nine reservoir sites identified by the Authority as <br />candidates for Joint-Use or Replacement Reservoirs. The candidate reservoir sites for this study <br />were selected based on the existence of a water right or claimed water right at the site and previous <br />studies conducted by the Colorado River Water Conservation District, the Denver Water Board, the <br />U.S. Bureau of Reclamation and others. The site selection was also based on geographic location <br />within the Colorado River drainage. The reservoir sites are displayed on Figure 1.1. <br /> <br />--' <br /> <br />In conjunction with reservoir site evaluations, three alternative conveyance routes from <br />Green Mountain Reservoir to Dillon Reservoir were appraised to determine a "Green Mountain <br />Pumpback System" configuration as part of the Green Mountain Exchange Project. The screening <br />resulted in the selection of a pipeline route along Colorado Highway 9 for conveyance of water from <br />Green Mountain Reservoir to Dillon Reservoir, and selection of the following six reservoir sites for <br />further study. <br /> <br />--' <br /> <br />o <br />o <br />o <br />o <br />o <br />o <br /> <br />Wolford Mountain Site A' on Muddy Creek <br />Wolford Mountain Site C on Muddy Creek <br />Red Mountain Site on the Colorado River <br />Azure Site on the Colorado River <br />Wolcott Site on Alkali Creek <br />Una Site on the Colorado River <br /> <br />The second phase consisted of hydrologic, operational and water rights analyses using a <br />hydrologic simulation model. The third phase of the Study involved preliminary geotechnical <br />investigations, core drilling at the Wolford Mountain Site A' and the Red Mountain Site, and <br />subsurface investigation of the conveyance route. The third phase also included developing <br />reconnaissance-level project designs, cost estimates and cost-yield relationships for comparisons of <br />alternative reservoirs and reservoir combinations. The Study is concluded with this Final Report and <br />Appendixes. A Summary Report, under separate cover, summarizes this Final Report. Recognizing <br /> <br />2 <br />