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Colorado River Return Project
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Last modified
3/29/2013 2:57:41 PM
Creation date
2/6/2013 11:59:09 AM
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Publications
Year
2002
Title
Colordao River Return Project
Author
Boyle Engineering Corporation
Description
Colorado River Return Project
Publications - Doc Type
Other
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• <br />• <br />Relevant Features to <br />CRRP <br />• Large diameter — up <br />to 78 iches <br />• Long distance — 42 <br />miles <br />• Pump Stations <br />Ih Wetland mitigation <br />Bear River Pipeline <br />Alignment/Con4dor Study <br />Salt Lake County Water Conservancy District <br />8215 South 1300 West <br />P.O. Box 70 <br />West Jordan, Utah 84121 -31 05 <br />Barton A. Forsyth <br />(801) 565 -8903 <br />Project Description <br />As provided by Utah State statute, the Bear River Water Supply Project will develop up <br />to 220,000 acre -feet of water for municipal, industrial and agricultural use. One <br />hundred thousand acre -feet will be apportioned between Weber Basin Water <br />Conservancy District ( WBWCD) and Salt Lake County Water Conservancy District <br />(SLCWCD) at 50,000 AF each. Each agency has determined its need for the new <br />water will be near the year 2010. However, due to the rapid development of both <br />service areas, the client felt significant pressure to acquire land for both a treatment <br />plant and pipeline as soon as possible. <br />The purpose of the study was to identify a preferred alignment for a future pipeline <br />that will convey the new water supply to the service areas of WBWCD and SLCWCD <br />from a future water treatment plant in West Haven City, Weber County. The pipeline <br />route is approximately 42 miles through rural agricultural and residential lands and <br />commercial /industrial developments. Preliminary pipe diameter was set at between <br />66" and 78." Since the pipeline route was sandwiched between 1 -15 and the Great <br />Salt Lake, a major concern for the alignment selection was the avoidance, or at least <br />minimization, of wetland crossings. <br />A significant portion of the study was devoted to visiting with both WBWCD and <br />SLCWCD customers to identify future demands and service requirements. <br />The operations alternatives that required evaluation included one, two or three pump <br />stations, reservoir sizing and locations, and pipe sizing. <br />Pipeline alignment along railroad easement. <br />f30VLE <br />
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