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WSP00209
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Last modified
1/26/2010 12:13:14 PM
Creation date
10/11/2006 9:35:28 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8460.500
Description
Platte River Recovery Plan
Basin
South Platte
Date
5/30/2000
Author
CWCB
Title
Draft Water Action Plan
Water Supply Pro - Doc Type
Publication
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<br />implementation times may be bigger. AU of the implementation times are subject <br />obtaining any necessary supporting water rights and/or changes to existing water rights <br />used to supportthe Program. <br /> <br />As noted in comments received from Nebraska, a re-regulating reservoir within <br />CNPPID's system is estimated to take five to seven years to implement. A final design <br />study and several state and federal permits would be required prior to construction. <br /> <br />o Expected Project Life: <br /> <br />The project life of a re-regulating reservoir would most likely extend well beyond the <br />first increment of the Program, If properly maintained and operated, reservoir lives can <br />exceed 75 to 100 years. Existing seepage problems associated with some of these sites <br />could impact the project life depending on whether seepage problems can be avoided or <br />mitigated. <br /> <br />o Capital And Operational Costs: <br /> <br />The HDR report was relied on for cost estimates with the exception of hydropower <br />impacts, The capital and annual costs for this project include costs associated with land <br />acquisition, access, pump intake system, outlet structure and system, spillway, <br />construction of the earthen dam, annual operations and maintenance costs, and lost <br />hydropower revenue. <br /> <br />Most of the capital construction costs were determined by estimating the quantities of the <br />components and multiplying by a unit cost for each. Some of the assumptions used by <br />HDR for unit costs are as follows: <br /> <br />. $5 per cubic yard for embankment material complete in place. <br />· $35 per square yard for riprap with' a sand filter, <br />· $340 per acre for mulching on the face of the dam. <br />. $8,000 per drop structure on spillw'ay channels. <br />· Intake and outlet system costs are variable based on site conditions. <br />. $1000 per acre for land acquisition. <br />. Pump system costs were based on the power required to operate pumps at given <br />flowrates and heads. <br />· Annual operations and maintenancr costs were estimated to be 5 percent of pump <br />capital costs. <br />· Mean annual lost hydropower costs were estimated to be $3 per acre-foot per <br />hydropower plant bypassed. (Per personal communication with Mike Drain of <br />CNPPID, May 16, 2000, this figure is in error and should have been $4 per acre- <br />foot, therefore, the $4 figure has been used in this Water Action Plan. Futhermore, <br />this figure represents loss of hydropower revenue to CNPPID but does not reflect <br />loss in revenue to NPPD,i <br />. $125,000 per mile for construction'of access roadway, <br /> <br />2 For some reservoirs there will be annual costs associated with lo~t hydropower generation because releases bypass a plant. <br />Water diverted to storage will be taken out above the hydropower plant and released below the generator. <br /> <br />C:\Draft Water Action Plan (May 30. 2000)\wapc Ripon {Version 6 BND2)-.doc 14 <br />
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