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<br />cfs to 500 cfs above the Weld Canal, utilize a specific reach of the Weld Canal to transport the 500 cfs, and <br />construct approximately 1.5 miles of new open channel from the Weld Canal to a designated point along Dry <br />Creek, located downstream of existing development. The propo'sed improvements would remove over 800 <br />structures out of the Dry Creek regulatory 100-year floodplain. . The project is currently in the . <br />feasibility/preliminary design phase. Project loan approval was' granted by the Board at the November 2001 Board <br />Meeting. The project tentatively scheduled for construction in the fall/winter of 2003/2004. <br /> <br />6. Tilton Lateral Incolllorated - Tilton Lateral Rehabilitation <br />Authorization: Small Project Loan County: Mesa <br />Water Source: GVIC Mainlain Project Yield: 9.60 acre-feet <br />Tenus of Loan: $100,000 @ 3.5% for 30-years Project Type: Lateral Rehabilitation <br /> <br />The Tilton Lateral is located offheadgate No. 160 of the Grand Valley Irrigation Canal (GVle), which is located in <br />southeast Grand Junction. The Tilton Lateral Company operates \he lateral to supply 36 shareholders water to irrigate <br />a 177 -acre service area. The existing lateral is in poor condition apd delivers only one half of its allocated water. The <br />project involves the construction of a new concrete inlet structure ~t the UP Railroad crossing, the placement of 2,500 <br />linear feet oflow head pipe, and the replacement of! 0,000 linear feet of existing concrete ditch with high head pipe. <br />The project was designed by the NRCS Grand Junction Office an4 put out to bid in February of 2003. Only one bid <br />was received at that time, which was rejected due to its high cost. The Tilton Lateral Company is currently working <br />on an alternative design with a private consultant to obtain a project that meets their available funds. Project is <br />tentatively scheduled to commence in January of2004. <br /> <br />7. Silt Water Conservancv District Svstem Rehabilitation <br />Authorization: Construction Fund Count};: Garfield <br />Water Source: Colorado River Project Yield: 1:8,000 acre-feet <br />Terms of Loan: $1,019,700@2.75%for30-yearsProjectType: System Rehabilitation <br /> <br />The Silt Water Conservancy District operates a system consisting of reservoirs, canals, pump plants, and irrigation . <br />laterals varying in age from 50-100-years old. This project involves the rehabilitation of the Grass Valley Canal, the <br />Harvey Gap Dam, the Rifle Gap Darn, and the Colorado Water River Pump Plant. The project is currently under <br />design and is scheduled for construction in 2004. <br /> <br />8. Silt Water Conservancv District <br />Authorization: Construction Fund <br />Water Source: Colorado River <br />Terms of Loan: $486,000 @2.75% for 30-years <br /> <br />Pumll Plant RehabilitatioI:j <br />CountY: Garfield <br />Project Yield: ri/a <br />Project Type: n/a <br /> <br />The Silt Water Conservancy District operates a pump plant on the Colorado River to deliver water to its Pump <br />Canal, which serves agricultural users on the lower reaches of sjlt Mesa. The pump plant was built in the 1960's <br />and is located 2 miles east of the Town of Silt. The current pumPing plant has a capacity of 36 cfs and delivers <br />4,000 acre-feet per year. Excel Energy must replace the existing pump plant transformer due to an upgrade of <br />transmission line. Western Area Power Administration will de~ign the project in 2003. The total project cost is <br />anticipated at $550,000. Construction is scheduled to commenqe in 2004. <br /> <br />9. Kenosha Trout Club - Lininger Lake Dam Rehabilitation and Water Purchase <br />Authorization: SB 01-157 Severance Tax County: Park <br />Water Source: Beaver Creek Project Yield: :156 acre-feet <br />Tenus of Loan: $600,000 @5.50% for 30-years Project Type: Dam Rehabilitation <br /> <br />The Kenosha Trout Club is located 8 miles southwest of the ToWn of Grant, near Kenosha Pass. Lininger Lake, <br />which is used for fish, wildlife, and recreation purposes by subdjvision residents, is supplied by a junior water right <br />that cannot be filled unless its consumptive use due to evaporation is replaced. The estimated average annual <br />divertible volume is 110 acre-feet, and the evaporative loss needing augmentation is 46 acre-feet. The Association <br />plans on purchasing senior water rights that are suitable for augrtlentation. Dam improvements include installing a <br /> <br />. <br />