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BOARD02097
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Last modified
8/16/2009 3:11:49 PM
Creation date
10/4/2006 7:10:11 AM
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Board Meetings
Board Meeting Date
1/27/2004
Description
CF Section - Design and Construction Status Report
Board Meetings - Doc Type
Memo
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<br />. <br /> <br />. <br /> <br />. <br /> <br />"., <br /> <br />TOIM'lof Ff1KIenck - Milavec Lake Rehabllltallon <br />January 22-23, 2003 <br /> <br />Agenda Item 19b <br /> <br />Water Project Construction Loan Program-Project Data <br /> <br />Borrower: <br /> <br />Town of Frederick <br /> <br />County: Weld <br /> <br />Project Name: Milavec Lake <br /> <br />Project Type: Rehabilitation <br /> <br />Drainage Basin: South Platte <br /> <br />Water Source: Boulder Creek <br /> <br />Total Project Cost: $1,335,000 <br /> <br />Funding Sources: CWCB, Town Frederick <br /> <br />Type of Borrower: Municipal (High-Income) <br /> <br />Aver. Delivery: 300 acre-feet <br /> <br />CWCB Small Project Loan: $1,000,000 <br /> <br />Interest Rate: 4.5% <br /> <br />Term: 20 years <br /> <br />The T""'" of Frederick is seeking a $1,000,000 Small Project Loan from the Construction Fund 10 <br />rehabilitate Milavec Lake to reduce seepage loss and increase capacity, In order to provide non-treated <br />inigation water for approximately 100 acres of parks, open space. and sd1oo1 recreation areas. <br />The lake was the Town's main domestic water supply unti11988. when the Town converted to the <br />Central Weld County Water District (CWCNVD) system. In recent years, the reservoir has been <br />used only for recreation purposes. The total average annual water requirement for the areas to be <br />irrigated is 300 acre-feet Raw water irrigation will replace the current use of ONOND water for <br />Irrigating some of the Town's public areas and paT1<s, and use of raw water could save about <br />$42,000 per year. As part of the project, reservoir capacity will be increased by 275 acre-feet tram <br />775 acre-feet to post-project capaclty of 1,050 acre-feet. The design includes a low permeability <br />compaded clay slope liner extending from the existing upstream clay liner down to the under1ing <br />natural day. The day liner would tie into the upstream face by construction of a clay cap. <br />Approximately 5,700 linear feet of liner with an average depth of 20 feet would be constructed. <br /> <br /> <br /> <br />2>,r-;:~V <br /> <br />ProjecL" <br />Location' <br /> <br />- <br /> <br />Loeation Map <br />
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