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WSP04698
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Last modified
1/26/2010 2:15:12 PM
Creation date
10/12/2006 12:31:57 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8273.100
Description
Colorado River Basin Salinity Control - Federal Agencies - Bureau of Reclamation
Basin
Colorado Mainstem
Water Division
5
Date
5/22/1992
Author
BOR
Title
Uncompahgre Project SO-JU Study
Water Supply Pro - Doc Type
Report/Study
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<br />. <br /> <br />II. DESIGNS AND COST ESTIMATING <br /> <br />A. Discussion of Lower Gunnison Basin unit (LGBU) <br />Authorized Plan <br />"~ <br />c.~ The LGBU as described in the FR/FEIS was authorized by <br />t~ Congress in October 1984 in PL 98-569. The following is a <br />~. discussion of canal and lateral designs presented in the FR/FEIS <br />and the need for design revisions and modifications which were <br />identified during the SO/JU study. <br /> <br />. <br /> <br />. <br /> <br />-1. FR/FEIS Canal Desians <br /> <br />The deferred increments (i.e. the five canal/lateral <br />systems) of the Congressionally authorized plan for the LGBU <br />would have rehabilitated all of the canals and laterals on the <br />east side of the Uncompahgre River. The program involved lining <br />all the canals and laterals with 2 or 3-inch-thick unrein forced <br />concrete. The canals were designed to include the following: <br /> <br />a. Cattle guards and stock fencing along both sides of <br />the canals. <br /> <br />b. Safety ladders placed at 750 foot intervals. <br /> <br />c. Deer escape ladders were to be installed as needed. <br /> <br />d. Upgraded cross-drainage facilities designed to pass <br />the 50-year flood. <br /> <br />e. Interceptor ditches and detention dams <br /> <br />f. Improvements to the existing drain system. <br /> <br />g. Constant-head orifice (CHO) type turnouts. <br /> <br />2. FR/FEIS Lateral Desians <br /> <br />Detailed designs for concrete lining the laterals under the <br />Selig Canal were completed in the LGBU FR/FEIS. Designs and <br />estimates for the Ironstone Canal Laterals were used to prorate <br />the costs for the remaining lateral systems. A 2.5-inch-thick <br />un'reinforced concrete lined system was planned to serve the <br />existing delivery points along the existing lateral alignments. <br />The designs included the following: <br /> <br />a. Fencing on both sides with ladders installed at <br />750-foot intervals on all lateral reaches with concrete <br />lining heights greater than 30 inches. <br /> <br />5 <br />
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