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WSP06922
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Last modified
1/26/2010 2:24:56 PM
Creation date
10/12/2006 1:58:40 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8027
Description
Section D General Correspondence - Federal Agencies - US DOI-BOR - Region 4
State
CO
Basin
Statewide
Date
11/1/1971
Author
DOI-BOR
Title
Final Environmental Statement - Crystal Dam Reservoir and Powerplant - Curecanti Unit - Colorado River Storage Project
Water Supply Pro - Doc Type
Report/Study
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<br />" r ~ .- t; (' <br />QU ,\.. d. <br /> <br />powerplant will be awarded in January 1973, and will run about <br />three years. Subsequent contracts will be required for comple- <br />tion of the power facilities. <br /> <br />2. Crystal features.--Crystal Dam will be a double-curvature, <br />thin-arch structure approximately 216 feet above the streambed <br />with a crest length of 730 feet. The reservoir behind the dam <br />will hold approximately 24,580 acre-feet of water, will have a <br />shoreline of 20 miles, and 287 acres of water surface. <br /> <br />a. Diversion tunnel.--The first contract, which should be <br />awarded in December 1971, will include excavating the <br />diversion tunnel through the right abutment and construct- <br />ing four 5' x 8' tunnels for grouting and draining the dam <br />foundation. The contractor will also have to construct <br />access roads to the portals of the tunnel and disposal <br />areas, and a temporary bridge across the Gunnison River. <br />The tunnel will be 976 feet long, 12 feet in diameter, <br />horseshoe-shaped, and concrete-lined. The tunnel location <br />will be under the right abutment of the dam with the inlet <br />portal approximately 500 feet upstream and the outlet <br />portal 500 feet downstream from the dam axis. The method <br />of excavation is expected to be a conventional drilling and <br />blasting operation. Areas immediately upstream from the <br />dam in the proposed reservoir basin have been designated <br />for disposal of tunnel spoil. It is expected approximately <br />9,000 cubic yards of tunnel excavation and 38,000 cubic <br />yards from portal excavation will be wasted in the reser- <br />voir area. <br /> <br />Aggregate sources for concrete lining consist of five <br />approved commercial sources and a free-use area on Bureau <br />of Land Management land. The tunnel contractor will have <br />an option as to where to obtain the material and locate <br />the processing operation, except that he may not obtain <br />gravel from the Gunnison River in the vicinity of the dam- <br />site. This will minimize activity in the river channel <br />under this initial contract. There are approximately 3,lOO <br />.cubic yards of concrete required to be placed in the tun- <br />nel lining and structures. <br /> <br />Presently there is no electrical power available at the <br />bottom of the canyon. The contractor will be required to <br />provide his own power, probably through use of portable <br />diesel generators. <br /> <br />b. Dam and powerplant.--The prime contract for the Crystal <br />Dam structure will include construction of two cofferdams; <br />one upstream of the dam to divert the Gunnison River into <br />the previously constructed diversion tunnel and one <br /> <br />7 <br />
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