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BOARD02639
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BOARD02639
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Last modified
8/16/2009 3:17:43 PM
Creation date
10/4/2006 7:18:09 AM
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Board Meetings
Board Meeting Date
1/25/2005
Description
CF Section - Design and Construction Status Report
Board Meetings - Doc Type
Memo
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<br />North Poudre Imgalloo Canpany <br />March 16-17, 2004 <br /> <br />AQencla Item 25c <br /> <br />Water Project Construction Loan Program. Project Data <br /> <br />Borrower: North Poudre Irrigation Co. <br /> <br />County: Larimer <br /> <br />Project Name: Res. No.1 (Miner's Lake) <br /> <br /> <br />Drainage Basin: South Platte <br /> <br /> <br />Total Project Cost: $760,000 <br /> <br />Project Type: Reservoir Rehabilitation <br /> <br />Water Source: Cache La Poudre River <br /> <br />Funding Sources: CWCB. NPIC <br />Aver. Delivery: 417 acre,!eet (added storage) <br /> <br />Type of Borrower: AgricJMunicipal (Medium) <br /> <br />CWCB Construction Fund Loan: $606.000 <br /> <br />Interest Rate: 3.25% <br /> <br />Term: 20 years <br /> <br />NPIC is located in Larimer County and owns and operates Reservoir NO.1 (Miner's Lake). They <br />own and operate 22 storage reservoirs and approximately 200 miles of ditches, with a service area <br />in located in northeastem Larimer County. The total service area is approximately 42,000 acres of <br />which NPIC provides irrigation water for approximately 28,000 acres, with an average annual <br />delivery of 44,400 acre-feet. The reservoir has storage decrees dating from 1881 and 1888, <br />allowing NPIC to store 674 acre-feet of water in the reservoir at full capacity. The dam was <br />constructed in the 1880's. Currently the reservoir is under restriction from the State Engineer's <br />Office (SEO) to 257 AF because of aging outlet works, inadequate spillway, and seepage at the toe <br />of the dam. The existing dam is a Class 2 rated dam, with a length of 800 feet. a maximum height <br />of 18 feet. a crest width of 14 feet, and an existing spillway width of 15 feet. The rehabilitation <br />project involves re-gradlng the upstream face of the dam and adding riprap, re-grading and <br />reinforcing the downstream face of the dam, adding a blanket and toe drains, enlarging the spillway <br />to approximately 50 feet in length, replacement of the outlet works (24- diameter), removal of up to <br />75 acre-feet of silt to obtain full capacity, and reconstruction and automat/on of the inlet diversion <br />structure above the reservoir on Park Creek. l' <br /> <br />- <br />J <br />- <br /> <br /> <br />Location Map <br /> <br />Page 6 of 6 <br /> <br />e <br /> <br />'5le: <br />'..._' <br /> <br />e <br />
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