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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />t <br />~ <br />. <br />~ <br />~ <br />. <br />~ <br />I <br /> <br /> <br />6.0 PROJECT ALTERNATIVES <br /> <br />The Town board approved the project and selected Alternative 2b (Full Perimeter Slope Liner) as described in <br />/ the Feasibility Study (RMC, September, 2002). The design proposes to extend a low permeability compacted <br />clay liner from the existing upstream clay liner to the underlying natural clay. The clay liner would tie into the <br />upstream face by constructing a clay cap. Approximately 5,700 linear feet of liner with an average vertical <br />depth of twenty feet would be constructed 25 feet inside the reservoir from the upstream toe of the dam (for <br />construction and stability purposes). Refer to the Feasibility Study (RMC, September, 2002). <br />11-( <br />7.0 ECONOMIC FEASIBILITY + ~ <br />)IO~'" c..~~. <br />The proposed project will result in the reservoir capacity being increased by approximately 275 acre-feet from <br />an existing capacity of approximately 775 acre-feet to post-project capacity off,059>acre-feet. The typically <br />recognized value for "lined storage" in the area of Mil avec Lake is $2,500 per acre-foot. Therefore, the value <br />of the additional 275 acre-feet of usable lined storage volume would be approximately $687,500. This does <br />not consider the increase in value for changing the existing 775 acre-feet of storage volume to "lined" storage. <br /> <br />Raw water irrigation will replace the current use of Central Weld water for irrigating some of the Town's <br />public areas and parks (refer water demand section). Currently, the Town pays $0.63 per thousand gallons for <br />Central Weld to treat and deliver the Town's CBT raw water. The estimated cost of pumping raw water from <br />Milavec Lake for irrigation is approximately $0.20 per thousand gallons including power, system operation <br />and maintenance and the cost of the water as paid by the Town. Therefore, the cost savings to the Town <br />would be at least $42,000 per year per 100 acres of Town property irrigated with raw water. <br /> <br />The raw water irrigation system may also serve entities or customers other than the Town. These entities may <br />include St. Vrain School District, other neighboring municipalities and various residential developments. <br />Representatives of the St. Vrain School District have previously expressed interest in purchasing raw water for <br />irrigating school grounds at Frederick High School and the neighboring elementary. The Town has <br />preliminarily indicated that the cost of the raw water would be set at approximately one-half the cost of <br />potable water ($1.10 per thousand gallons) or approximately $0.55 per thousand. The sale of the raw water <br />would net approximately $0.35 per thousand gallons or approximately $34,000 per year per 300 acre-feet of <br />irrigation water (100 irrigated acres) sold to outside users. The currently projected annual demand of 450 <br />acre-feet is less than half of the total reservoir storage volume and is also less than the 60 percent of the 768 <br />acre-feet total adjudicated storage decree. <br /> <br />7.1 Financial Plan for Repavment <br /> <br />siv-- lit lr <br /> <br />j The Town's water department and Water Fund is operated as an enterprise fund. The legal opinion of the <br />Town's attorney is that the Tabor amendment does not impact the funding or loan repayment for this project. <br />Refer to Exhibit C. Project financing (loan repayment) will be made through revenue obtained from the sale <br />of water to customers, existing Water Fund revenues, an additional raw water impact fee on new construction <br />permits or any combination of the above. The Combined Balance Sheet from the Town's 2000 and 2001 <br />calendar year financial audits have been included as Exhibit D. The full audit reports for these years were <br />submitted previously to CWCB. <br /> <br />CWCB Feasibility Study for the <br />Milavec Lake Rehabilitation Project <br /> <br />- 4- <br /> <br />December 2002 <br /> <br />I:\0092_055.blh\03-Milavec Lake Liner Design\cwcb-rptLdoc <br /> <br />7i \. <br />f'; 11' ' <br /> <br />