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C150163 Feasibility Study
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C150163 Feasibility Study
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Last modified
11/19/2009 11:05:09 AM
Creation date
7/3/2007 8:36:52 AM
Metadata
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Template:
Loan Projects
Contract/PO #
C150163
Contractor Name
New Cache La Poudre Irrigating Company
Contract Type
Loan
Water District
3
County
Weld
Bill Number
04-1221
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 />credit for new service installation if the line is activated within 60 days of <br />installation. The credit is a function of total hp required. For a 300 hp service, <br />the credit would approximately cover the cost of the installation. Monthly service <br />rates are based on Xcel's Secondary General Rate which contains both a <br />monthly demand fee and usage fee. Currently the demand fee is approximately <br />$12.55 per kw and the usage fee is $0.017 per kwh. The demand fee is charged <br />each billing cycle that the pumps are operated regardless of how much total <br />power is used. At the current rates, it would cost approximately $5550 to operate <br />the pumps continuously for one monthly billing cycle ($2810 for demand, and <br />$2740 for usage). The power requirement is the same for both pump <br />configuration options considered. <br /> <br />Pipeline <br /> <br />Figure 15 shows the proposed configuration of the pipeline. The proposed <br />pipeline consists of approximately 2450 feet of 36-inch diameter ductile iron pipe <br />and approximately 5870 feet of 30-inch diameter ductile iron pipe. The 36-inch <br />diameter pipe is required because the Cornish Plains Reservoir outlet discharges <br />through the pipeline and must have enough capacity to lower the reservoir in <br />accordance with the State Engineer's requirements. If the Cornish Plains <br />Reservoir outlet does not have to discharge through the pipeline, the entire <br />pipeline could be 30-inch diameter ductile iron pipe. Table 9 shows pipe <br />capacities for gravity flow from Drury Reservoir and Cornish Reservoir. The <br />maximum flow values are for conditions with Barnesville near empty and Cornish <br />or Drury near full. The average values are for conditions with all reservoirs <br />approximately % full. <br /> <br />Table 9 - Pipeline ravlty- ow ISC ar~ e rom rury an orms eservolrs <br />Discharge Conditions 24-inch 30-inch 36-inch <br />Maximum Flow Drury to Barnesville 17 cfs 31 cfs 50 cfs <br />Averaoe Flow Drury to Barnesville 16 cfs 25 cfs 28 cfs <br />Maximum Flow Cornish to Barnesville --- 36 cfs 58 cfs <br />Average Flow Cornish to Barnesville --- 22 cfs 26 cfs <br /> <br />G <br /> <br />FI D' h <br /> <br />f <br /> <br />D <br /> <br />dC . h R <br /> <br />PERMITTING <br /> <br />The NCLPIC recently purchased all of the property that would be inundated by <br />the proposed reservoirs except for affected land in the southwest quarter of <br />Section 5; T6N, R63W of the 6th Principle Meridian. The Company plans to <br />purchase that land following approval of funding for the project. If significant <br />obstacles to obtaining the property are encountered, the Company could invoke <br />the power of eminent domain to obtain the property. A copy of the Deed-of-Trust <br />for the land currently owned is contained in Appendix E. <br /> <br />New Cache Feasibility Study <br /> <br />29 <br />
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