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PROJ01931 (2)
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PROJ01931 (2)
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Last modified
11/19/2009 11:43:33 AM
Creation date
2/21/2008 4:24:59 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153471
Contractor Name
Frederick, Town of
Contract Type
Loan
Water District
0
County
Weld
Loan Projects - Doc Type
Approval Letter
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<br /> <br />I .$ \ <br /> <br />Town of Frederick - Mllavec Lake Rehabilitation <br />January 22-23. 2003 <br /> <br />Agenda Item 19b <br /> <br /> <br />Water Project Construction Lo.an Program-Project Data <br /> <br />Borrower: <br /> <br />Town of Frederick <br /> <br />Project Name: Milavec Lake. <br />Drainage Basin: _ South Platte <br />Total Project Cost: $1,335,000 <br />Type of Borrower: Municipal (High-Income) <br />CWCB Small Project Loan: $1,000,000 <br /> <br />CClunty: Weld <br /> <br />Project Type: Rehabilitation <br /> <br />Water Source: Boulder Creek <br /> <br />Funding Sources: CWCB, Town Frederick <br /> <br />Aver. Delivery: 300 acre-feet <br /> <br />Interest Rate: 4.5% <br /> <br />Term: 20 years <br /> <br />The Town of Frederick is seeking a $1,000,000 Small Project Loan from the Construction Fund to <br />rehabilitate Milavec Lake to reduce seepage loss and increase capacity, in order to provide non-treated <br />irrigation water for approximately 100 acres of parks, open space. and school recreation areas. <br />The lake was the Town's main domestic water supply until 1988, when the Town converted to the <br />Central Weld County Water District (CWCWD) system. In recent years, the reservoir has been <br />used only for recreation purposes. The total averagl9 annual water requirement for the areas to be <br />. irrigated is 300 acre-feet. Raw water irrigation will rE~place the current use of CWCWD water for <br />irrigating some of the Town's public areas and parks, 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 from <br />775 acre-feet to post-project capacity of 1,050 acre..;feet. The design inciudes a low permeability <br />compacted clay slope liner extending from the existing upstream clay liner down to the underling <br />natural clay. The clay liner would tie into the upstre:am 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 />Location Map <br /> <br />Page 6 of 6 <br />
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