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Last modified
8/16/2009 2:52:34 PM
Creation date
10/4/2006 6:41:45 AM
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Board Meetings
Board Meeting Date
3/16/2004
Description
CF Section - Fulton Irrigation Ditch Company
Board Meetings - Doc Type
Memo
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<br />'. <br /> <br />, <br />, <br /> <br />Nort1l POUdre Irrigation Company <br />March 16-17,2004 <br /> <br />Agenda Item 25c <br /> <br />Waler Project Construction Loan Program - Project Dala <br /> <br />. <br /> <br />Borrower: North Poudre Irrigation Co. County: Larimer <br /> <br />Project Name: Res. NO.1 (Miner's Lake) Project Type: Reservoir Rehabilitation <br /> <br />Drainage Basin: South Platte Water Source: Cache La Poudre River <br /> <br />Tal_I Project Cost: $760.000 Funding Source., CWCS, NPIC <br /> <br />Type of Borrower: Agric.lMunicipal (Medium) Aver. Delivery: 417 acre-feet (added storage) <br /> <br />ewes Construction Fund Loan: 5608,000 <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 northeastern Larimer County. The total service area is approximately 42,000 acres of <br />which NPJC 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-grading 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 automation of the inlet diversion <br />structure above the reservoir on Park Creek. <br /> <br /> <br />:J" <br /> <br />. <br /> <br />.', <br /> <br />. <br /> <br />Location Map <br /> <br />Page 6 of 6 <br />
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