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<br />. <br /> <br />inches, Leonard Rice Consulting Water Engineers completed the feasibility study. Dam improvements are <br />tentatively scheduled for construction if the Spring of2003, <br /> <br />II, Supplv Irrigation Ditch Companv <br />Authorization: <br />Water Source: <br />Terms of Loan: <br /> <br />Knoth Reservoir Dam Rehabilitation <br />County: Boulder - N.E. of Lyons <br />St. Vrain Creek Project Yield: 9,500 acre-feet <br />$1,700,000 @3,50% for 30-years Proj ect Type: Dam Rehabilitation <br /> <br />The Supply Irrigation Ditch Company is proposing to rehabilitate the Knoth Reservoir for use as an equalizer, <br />and for storage under a conditional decree for 542 acre-feet. The average annual volume diverted now is <br />9,500 acre-feet, which will be increased to 10,040 acre-feet with the project improvements in place. The <br />planned improvements include, reshaping the upstream face of the dams and the placement of clay, installation <br />of a toe drain, construction of 200 foot long spillway, placement of rip rap, raising the dam crest on both dams <br />to gage height 30-ft., removal of two abandoned outlets, and the repair ofthe existing outlet to a good working <br />condition. The proposed improvements are being designed by Smith Geoteclmical, of Fort Collins, Colorado, <br />and are planned to be constructed in the Spring of 2003, <br /> <br />12. Parker Water and Sanitation District <br />Authorization: Construction Fund <br />Water Source: Cherry Creek <br />Terms of Loan: $15,000,000 @4.75% for 20-years <br /> <br />County: Douglas <br />Project Yield: 16,200 acre-feet <br />Project Type: Reservoir Construction <br /> <br />. <br /> <br />The Parker Water and Sanitation District is currently in the design phase to construct the Rueter Hess Project <br />for the storage of municipal water for its 7,924 customers, The new reservoir will provide terminal storage <br />for use within the District's existing 8,596-acre service area. The reservoir will be located 3 miles southwest <br />of Parker on Newlin Gulch, The proposed reservoir will be a Class I structure, 135 feet high, impounding <br />approximately 16,200 acre-feet of water, GEl Consultants, Denver, Colorado, will be putting together the <br />final design and construction docmnents, The project is tentatively scheduled to go to construction <br />winter/spring of 2003, <br /> <br />13 Lake Henry Reservoir Company - Reservoir Rehabilitation <br />Authorization: Construction Fund County: Crowely <br />Water Source: Arkansas River Project Yield: 9,500 acre-feet <br />Terms of Loan: $490,000 @4,50% for 30-years Project Type: Reservoir Rehabilitation <br /> <br />The Lake Henry Reservoir is located approximately 5 miles northeast of Ordway and is filled by the Colorado <br />Canal, which diverts water from the Arkansas River, The existing dam was constructed in the early 1900's <br />and was enlarged in 1951. The existing reservoir is a Class 2 structure, 18-feet high, impounding <br />approximately 9,500 acre-feet of water. Annual maintenance and repair haye been needed to keep the dam in <br />operation and in compliance with the State Engineers Office, The reservoir has seepage problems and has no <br />emergency spillway. The proposed improvements to the reservoir are the construction a toe drain system <br />and the construction of a new 400-foot wide spillway to accommodate 50% ofthe Probable Maximum Flood. <br />The project is tentatively scheduled to be constructed in the falllwinter of 2002/2003 , <br /> <br />14, Owl Creek Reservoir Companv - Reservoir Rehabilitation <br />Authorization: Construction Fund County: Weld <br />Water Source: Owl Creek Basin Project Yield: 1,200 acre-feet <br />Terms of Loan: $1,125,000 @2.75% for 30-years Project Type: Reservoir Rehabilitation <br /> <br />. <br /> <br />Owl Creek Reservoir is located approximately 6 miles east and 3 miles north of the Town of Ault. The <br />reservoir was originally constructed in 1896 to store water for irrigation, The dam was constructed of <br />granular material, and over the years has suffered structural damage due to seepage. Given the condition of <br /> <br />38 <br />