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C153629 Feasibility Study
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C153629 Feasibility Study
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Last modified
8/10/2011 10:25:18 AM
Creation date
10/5/2006 11:36:35 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153629
Contractor Name
Colorado River Water Conservation District, The
Contract Type
Loan
Water District
50
County
Grand
Bill Number
SB 87-15
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />CHAPTER 3 <br />ROCK CREEK DAM AND RESERVOIR <br /> <br />3.1 SITE SELECTION AND DAM TYPE <br /> <br />A. Alternative Sites <br /> <br />The potential sites investigated for a water storage reservoir on Rock <br />Creek are located in a canyon section of the Rock Creek Valley on the <br />western flank of the Gore Range, about 7 miles west of Gore Pass and <br />27 miles west of the town of Kremmling, Colorado. The sites are within <br />the Routt National Forest about 12 miles upstream from the confluence <br />of Rock Creek with the Colorado River. Exhibit 3-1 shows the location <br />map of the sites investigated and the reservoir of the selected alter- <br />native. <br /> <br />Based on examination of previous reports and recent topographic map- <br />ping, four potential damsites were identified on Rock Creek. On <br />20 August 1985, members of the MKE project staff, including geotech- <br />nical and dam design personnel, together with the River District <br />Project Manager, performed a field reconnaissance of the potential <br />sites. Based on the reconnaissance and preliminary determinations of <br />quantities, two of the sites were selected for further evaluation. <br /> <br />o Site A, Upstream Site - The upstream site is located on Rock <br />Creek about 700 feet downstream of the confluence of Horse <br />Creek, as shown on Exhibit 3-1. (This site was identified in <br />the July 1984 Bechtel report.) At this location, the stream- <br />bed is about 200 feet wide. The right abutment slopes uni- <br />formly at about 1.6 horizontal to 1.0 vertical. The left <br />abutment slopes upward from the streambed at about the same <br />slope to the top of a ridge about 130 vertical feet above the <br />stream. The ridge then slopes upward away from the canyon at <br />about 4 percent. <br /> <br />3 - 1 <br /> <br />6819W/502OW <br />
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