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PROJ00445
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Last modified
5/12/2011 3:31:55 PM
Creation date
10/5/2006 11:55:47 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C150090
Contractor Name
Parker Water and Sanitation District
Contract Type
Loan
Water District
8
County
Douglas
Bill Number
HB 02-1152
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />! I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />JCHA <br /> <br />Ruete....Hess Reservoir Proiect Descriotion <br /> <br />January 2000 <br /> <br />Rueter-Hess Reservoir <br />Site Advantages <br /> <br />Advantages of the Rueter-Hess Reservoir dam site: <br /> <br />,f Proximity to District water supply facilities for reservoir storage and for direct distribution. <br />,f Proximity to District treatment plant for use of A WT effluent. <br />,f Proximity to District Denver Basin well fields for a conjunctive use plan. <br />,f Fewer permitting issues due to the off-stream nature of the reservoir. <br />,f Recognized by the Front Range Water Forum. <br /> <br />In addition to being able to store in-priority Cherry Creek flows, the District has also <br />adjudicated an augmentation plan (Case No. 83CW348), which allows the District to (a) <br />operate its other Cherry Creek water rights under their own priority, (b) re-use its Denver <br />Basin aquifer water, and (c) operate an exchange essentially through the stream reach that is <br />within the District's boundaries. The augmentation plan allows the District a greater degree <br />of flexibility for water that is available for storage in Rueter-Hess Reservoir. <br /> <br />Preliminary work has also been conducted at the dam and reservoir site relative to the <br />geotechnical feasibility of the dam and a preliminary environmental assessment of the dam and <br />reservoir area. Knight-Piesold (KP) conducted a preliminary geotechnical investigation for the <br />proposed Rueter-Hess dam axis in 1994 that included the drilling of four boreholes along the <br />proposed dam alignment to evaluate subsurface conditions. In 1996, KP conducted a follow-up <br />subsurface exploration that included the drilling of an additional four exploratory boreholes <br />along the abutment areas of the proposed dam alignment and the digging of 23 test pits in the <br />reservoir basin and embankment footprint areas to gain additional knowledge about the near- <br />surface soils and bedrock, in addition to obtaining a cursory material assessment. <br /> <br />5611i-Dec-rpt <br /> <br />-7- <br />
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