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<br />Project Description <br />Three alternatives were analyzed in the feasibility study: <br /> <br />1. No Action <br />2. Replace the main trestle ($35,000) <br />3. Replace all 3 trestles($67,Ooo} <br /> <br />Alternative 2, Replace the main trestle ($35,000), would solve the majority of the <br />problems, but would leave the Company to deal with the high maintenance costs of the 2 <br />remaining trestles. Alternative 3, Replace al/3 trestles ($67,000), would complete all <br />needed improvements at this time. This alternative is feasible and is considered the <br />preferred alternative by the Company. The no-action alternative was considered <br />unacceptable since it would leave the Company to deal with the high maintenance costs <br />and water loss associated with the deteriorated trestles. <br /> <br />Selected Alternative <br /> <br />Selected Alternative 3 consists of replacing 3 existing trestles with 3 separate sections of <br />buried siphon pipeline with a combined total length of 566 feet. The siphons would be <br />constructed of 80 psi rated PVC, and include engineered inlet and outlet structures. The <br />pipe size would vary between 24 and 36 inches depending upon position along the canal <br />and other design factors, and would be capable of carrying the Company's water right <br /> <br />The Salida Field Office of the Natural Resources Conservation Service (NRCS) has <br />prepared a Preliminary Engineering Report. S & H Excavating has prepared a Cost <br />Estimate for the structure of the project. <br /> <br />Cost Estimate <br /> <br />NRCS Design <br /> <br />$17,000 <br /> <br />Mobilize Construction Supplies and Equipment, <br />Hourly Truck Delivery <br /> <br />$ 345 <br /> <br />30" Pipe, Fittings, Trash Racks, Thrust Blocks, <br />Blow Off, Vent Pipes, Drain Valves, Gravel and <br />Boxes <br /> <br />Excavation of pipe line and backfill <br /> <br />$29,300 <br />$15,000 <br />$ 4,050 <br />$65,695 <br /> <br />Concrete Structures and Steel Structures <br /> <br />Total <br /> <br />,., <br />