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WSP07728
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Last modified
1/26/2010 2:28:42 PM
Creation date
10/12/2006 2:33:52 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8270.100
Description
Colorado River Basin Water Quality/Salinity -- Misc Water Quality
Basin
Colorado Mainstem
Water Division
5
Date
2/1/1986
Title
Planning Report Concluding the Study on Glenwood-Dotsero Springs Unit - Colorado - February 1986
Water Supply Pro - Doc Type
Report/Study
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<br />SUMMARY (Continued) <br /> <br />. <br /> <br />w <br />~ <br />0> <br />-J <br /> <br />and pIpIng the ftows for 116 miles to S5 evaporation ponds located on a <br />J,790-acre site which would be constructed northwest of Mack near the <br />Colorado-Utah State line. Construction of the ponds, transmission lines, <br />and permanent operating facilities would be the same as with Alternative <br />DG. Alternative G involves collecting 9.7 cfs at Gl.enwood JipringLand <br />would result in an annual depletion to the Colorado River system of.7.020 <br />acre-feet at a cost of $107 per ton. Construction of Alternative G would <br />result- in a reductlon in salt loading to the Colorado River of 176,000 <br />tons annua~. <br /> <br />Wildlife measures, the same for both alternatives, would provide <br />for two fresh water collection reservoirs, one 22 acres in surface area <br />and one 10 acres, as well as 15 wildlife guzzlers which would be located <br />at the evaporation pond site. <br /> <br />Alternative G is considered more environmentally acceptable than <br />Alternative DG because it would avoid p;peline construction in the envi- <br />ronmentally sensitive Glenwood Canyon, require less acreage for evapora- <br />tion ponds, and result in less depletion to the Colorado River. Summary <br />Table 1 presents a summary comparison of the alternatives. <br /> <br />. <br /> <br />It should be noted that Alternative DG was developed to a higher <br />level of detail than Alternative G. As a result, the designs, quanti- <br />ties, and costs should not be interpreted as a precise comparison of the <br />two alternatives although they are similar in concept. Design of the <br />two major features, the conveyance system and the evaporation pond sys- <br />tem, was developed only to the appraisal level. <br /> <br />Four-Account Analvsis <br />, <br /> <br />In accordance with the Economic and Environmental Principles and <br />Guidelines for Water and Related Land Resources Implementation Studies ,11 <br />four accounts were used to display information on the effects of Alter- <br />natives DG and G and the no action alternative--the National Economic <br />Development (NED), the Regional Economic Development (RED), the Environ- <br />mental Quality (EQ), and the Social Effects (SE) Accounts. Each account <br />describes particular aspects of anticipated effects of the alternatives. <br />The NED Account measures costs and benefits in monetary terms; the EQ <br />Account measures impacts on the environment in nonmonetary terms; the <br />RED Account measures impacts on the local economy in monetary and non- <br />monetary values; and the SE Account measures the impact on local resi- <br />dents of the study area, on their customs, and on their way of life. An <br />examinat ion of regional economic impacts concluded that an RED Account <br />analysis would have no significant influence on selection of a recom- <br />mended plan; therefore an RED Account was not prepared. A summary of <br />the analysis for the NED, EQ, and SE Accounts is shown in Summary Tables <br />2 through S. <br /> <br />. <br /> <br />11 Water Resources Council 1982. <br /> <br />5-5 <br />
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