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<br />.. <br /> <br />. <br /> <br />. <br /> <br /> <br />e <br /> <br />" <br /> <br /> <br />16. Kenosha Trout Club - Lininlzer T ..ke Dam Rehabilitation and Water Purchase <br /> <br />Authorization: <br />Water Source: <br />Terms of Loan: <br /> <br />Beaver Creek <br />$600,000 @5.50% for 30-years <br /> <br />County: Park <br />Project Yield: 156 acre.feet <br />Project Type: Dam Rehabilitation <br /> <br />The Kenosha Trout Club is located 8 miles southwest of the Town of Grant, near <br />Kenosha Pass. Lininger Lake, which is used for fISh, wildlife, and recreation purposes by <br />subdivision residents, is supplied by a junior water right that cannot be filled unless its <br />consumptive use due to evaporation is replaced. The estimated average annual divertable <br />volume is 110 acre-feet, and the evaporative loss needing augmentation is 46 acre-feet. The <br />Association plans on purchasing senior water rights that are suitable for augmentation. Dam <br />improvements include installing a low level outlet structure and raising the crest of the dam <br />approximately l2-inches. Leonard Rice Consulting Water Engineers completed the feasibility <br />study. Dam improvements are tentatively scheduled for the Fall of 2001. <br /> <br />17. Supply Irritlation Ditch Companv - Knoth Reservoir Dam Rehabilitation <br /> <br />Authorization: <br />Water Source: 51. Vrain Creek <br />Terms of Loan: $1,700,000 @3.50%for 30-years <br /> <br />County: Boulder - N.E. of Lyons <br />Project Yield: 9,500 acre-feet <br />Project Type: Dam Rehabilitation <br /> <br />The Supply Irrigation Ditch Company is proposing to rehabilitate the Knoth Reservoir <br />for use as an equalizer. and for storage under a conditional decree for 542 acre- feet. The <br />average annual volume diverted now is 9,500 acre-feet, which will be increased to 10,040 <br />acre-feet with the project improvements in place. The planned improvements include. <br />reshaping the upstream face of the dams and the placement of ciay, instaliation of a toe drain, <br />construction of 200 foot long spillway, piacement of rip rap, raising the dam crest on both <br />dams to gage height 30-ft., removai of two abandoned outlets, and the repair of the existing <br />outlet to a good working condition. The proposed improvements are being designed by Smith <br />Geotechnical, of Fort Collins, Colorado, and are pianned to be constructed in the FaIl/Winter <br />of 2001/02. <br />