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PROJ02092
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PROJ02092
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Last modified
3/9/2011 11:23:36 AM
Creation date
7/13/2007 8:14:38 AM
Metadata
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Template:
Loan Projects
Contract/PO #
C150180
Contractor Name
Pinewood Springs Water District
Contract Type
Loan
Water District
4
County
Larimer
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 />The pump station will pump into the existing distribution system at an estimated pressure of 150 psi. <br />Pressures higher than this may exceed the operating pressure for the existing distribution system. <br />Thus, there is likely to insufficient discharge head to overcome pipe friction and to push water into <br />the low zone tank. Therefore, all water to the tank would have to come from the existing water <br />treatment plant where the pressure against the pumps is approximately 100 psi. The maximum <br />capacity available for filling the tank would then be the capacity of the existing water treatment plant, <br />or 32 gpm. <br /> <br />In this Altemate the District would replace existing undersized water distributions pipelines from the <br />proposed water treatment plant to the storage tanks. This would involve replacing approximately <br />3,200 feet with a new 4" diameter minimum pipeline. The capacity of the new water treatment plant <br />in excess of 50 gpm (14 gpm at minimum plant capacity) could then be pumped to the tanks. Total <br />capacity available for filling the tanks would then be 46 gpm, of which 32 gpm would be provided by <br />the existing water treatment plant. The replacement of such undersized pipelines has been included <br />in the cost for this altemate. <br /> <br />This altemate assumes that the output from the water treatment plant will enter the existing <br />distribution system at the Crescent Lake/Powelson Reservoir location and be distributed through the <br />replaced lines, as well as the existing piping. Three phase power will be required because of the <br />total power requirements of the raw water pumping station, treatment facility, and potable water <br />pump station. <br /> <br />Estimated storage capacity, delivery capacity of the system, along with our opinion of probable <br />design and construction costs, and our opinion of probable project budget costs are given in the <br />following table: <br /> <br />Alternate B: Enlarge Crescent Lake and Build a New Water Treatment Plant <br /> <br />Storage (acre-ft) Output (gpm) Components Costs $/acre-ft <br /> Mechanical: <br /> -new WTP $ 495,000 <br /> -rehabilitation of diversion <br /> structure/fill line $ 20,000 <br /> -extend three-phase power to $ 25,000 <br /> site <br /> Pipeline Replacement $ 220,000 <br /> Earthwork/Dam: $ 495,000 <br />18 50 Total: $1,255,000 $69,700 <br /> <br />5 <br />
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