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WSP03260
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Last modified
1/26/2010 12:49:29 PM
Creation date
10/11/2006 11:37:42 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8276.120.10
Description
Grand Valley Unit-Colorado River Basin Salinity Control Project
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
9/10/1991
Title
Final Environmental Assessment: Alternative Lining Methods for the Government Highline Canal - Grand Valley Unit
Water Supply Pro - Doc Type
EIS
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<br />In <br />C"") <br />..-4 <br />~ Comment 13: The cost of purchasing lands, especially if <br />.-; condemnation is used, would exceed the costs of lining the canal <br />~) with concrete. <br /> <br />Resoonse 13: Reclamation hopes to avoid condemnation, but if it is <br />necessary the costs of land acquisition have been estimated as <br />described above, and the increased costs of concrete lining still <br />exceed the annualized, long term costs of the modified Ml <br />alternative. Anticipated costs of condemnation were factored into <br />the estimated costs of lining alternatives and would not vary among <br />alternatives. <br /> <br />Comment 14: The ROW needed as both permanent fee land for membrane <br />lining and as temporary construction ROW for all lining <br />alternatives seems excessive. The acreages cited in the text do <br />not agree with the tables, and acreages between tables conflict <br />with each other. <br /> <br />Resoonse 14: Standard Reclamation practice would have utilized 45 <br />feet of additional, fee land acquisition and ROW. Reclamation has <br />revised, consolidated and reviewed to eliminate acreage <br />inconsistencies. Tables 2 and 3 have been developed to identify <br />minimum land requirements which would be sought where landowners <br />are unwilling to sell fee land or temporary ROW for the lining of <br />Reach 1. Reclamation has responded to the requests to minimize the <br />use of private lands by evaluating the design for the proposed <br />membrane lining to make the best use of the existing U.S. land in <br />all of the alternatives. The resulting Ml alternative, including <br />the modification to adjust the design centerline 10 feet south <br />wherever possible to make better use of the existing land, reduces <br />the required width of additional fee land by 66 percent to 15 feet. <br />The more expensive Alternatives M4 and Modified C2, and Cl are <br />designed to avoid fee land acquisition completely. <br /> <br />In addition, the canal designs have been modified for short <br />stretches to minimize impacts to high value lands. Widths <br />requested for these temporary ROWs are necessary to allow movement <br />of construction equipment. Any further reduction would <br />significantly increase construction costs. During construction of <br />some of the salinity features in the west end of the Grand Valley, <br />Reclamation tried to reduce the temporary ROW requirements. When <br />the construction began, the contractor found the ROW to be too <br />restrictive and requested that Reclamation obtain additional land. <br />Where there are high value crops or other improvements, Reclamation <br />may be able to reduce temporary ROW requirements even further for <br />short stretches of the canal. <br /> <br />Comment 15: Temporary construction rights-of-way should avoid all <br />permanent crops, especially fruit trees and grape vines. <br /> <br />Resoonse 15: All of the alternatives have been modified to reduce <br />both temporary ROWand fee land requirements around permanent crops <br /> <br />46 <br />
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