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WSP04648
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Last modified
1/26/2010 2:14:59 PM
Creation date
10/12/2006 12:30:51 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.131.J
Description
Yellow Jacket Project
State
CO
Basin
Yampa/White
Water Division
6
Date
1/1/1966
Title
Water Quality Control Study of the Yellow Jacket Project
Water Supply Pro - Doc Type
Report/Study
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<br />'" <br />..-l <br />c\! <br />N <br /> <br />The TDS concentration is expected to increase from 439 mg/l to 533 <br />mg/l at Rangely under leaching conditions, and under one to one salt <br />balance conditions the TDS increase is expected to be from 439 mg/l to <br />about 469 mg/l (although Rangely is upstream from Watson, the mineral <br />concentrations are not expected to change in this reach of stream). <br />Since there are no other water sources of better quality available, a <br />water with 533 mg/l TDS is acceptable under these conditions according <br />to U. S. Public Health Service Drinking Water Standards 1962. Hardness <br />is expected to increase from 202 mg/l to 245 mg/l under leaching conditions <br />and with a one to one salt balance the hardness is expected to increase <br />from 202 mg/l to 216 mg/l. The 43 mg/l increase in hardness will result <br />in a present day damage to the domestic water users in Rangely of $1,300 <br />per year and in the year 2065 a damage of $3,400 per year. The 14 mg/l <br />increase will result in a $400 per year damage and in the year 2065 a <br />damage of $1,000 per year.* <br /> <br />Effect of Removal of Meeker Spring <br /> <br />Since Meeker Spring is responsible for a substantial portion of the <br />mineral pollution in the White River Basin, removal of the spring was <br />considered as a beneficial Project feature. If the TDS contribution of <br />the spring were eliminated by the Project, the net TDS change under <br />Project conditions when considering a one to one salt balance would be <br />a reduction of 42 mg/l at Watson, Utah. With leaching considered, the <br />net TDS concentration change without the spring is only a 22 mg/l in- <br />crease rather than a 94 mg/l increase. See Table II. With the hardness <br />contributed by the spring removed, the hardness in the White River at <br />Rangely would be reduced 11 mg/l. An 11 mg/l reduction in hardness, <br />with the present population, would result in a savings of $300 per year <br />both without the Project and with the Project under any salt load. <br />With the population projected for 2065, the savings would be $900 a year <br />under the same conditions. See Table III. An additional savings could <br />result for Meeker since Meeker may no longer have to maintain a municipal <br />supply intake line to a point upstream of the spring. <br /> <br />Streamflow regulation within the White River Basin could be used to <br />improve quality during periods of low flow, but would not improve the <br />average annual mineral quality. In order to offset the change in water <br />quality due to Project development, it would be necessary to import better <br /> <br />*Based on data from "Economics of Water Softening", by Louis R. Howson, <br />Journal of the American Water Works Association, February 1962, and <br />''Water Hardness and Domestic Use of Detergents", by Lloyd M. DeBoer and <br />Thurston E. Larson, Journal of the American Water Works Association, <br />Vol. 53, July 1961, No.7. <br />
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