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Last modified
8/16/2009 2:57:38 PM
Creation date
10/4/2006 6:49:21 AM
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Board Meetings
Board Meeting Date
1/22/2003
Description
CF Section - New Loans - Town of Frederick - Milavec Lake Rehabilitation
Board Meetings - Doc Type
Memo
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<br /> <br />Town of Frederick - Milavec Lake Rehabilitation <br />January 22-23, 2003 <br /> <br />^, <br /> <br />Agenda Item 19b <br /> <br />Water Project Construction Loan Program-Project Data <br /> <br />. <br /> <br />Borrower; <br /> <br />Town of Frederick <br /> <br />Project Name: Milavec Lake <br /> <br />Drainage Basin; South Platte <br /> <br />Total Project Cost: $1,335,000 <br /> <br />Type of Borrower: Municipal (High-Income) <br /> <br />CWCB Small Project Loan: $1,000,000 <br /> <br />County: 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 average annual water requirement for the areas to be <br />irrigated is 300 acre-feet. Raw water irrigation will replace 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 includes 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 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 />C'?~(u <br /> <br />ProjecL <br />Location; ~ <br /> <br />" '.~ J <br /> <br />. <br /> <br />Location Map <br /> <br />Page 6 of 6 <br />
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