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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />1624 <br /> <br />Cost ($) ~ 2441(GPM)O.41 + 150(HP)1.05 <br />where GPM is the system flow rate in gallons per minute and HP is the <br />gross horsepowe-r. <br /> <br />0.3.3 Pipelines <br /> <br /> <br />The cost of pipelines is estimated based on experience i.n water <br /> <br /> <br />transmission pipeline work. The least cost type of pipe mate-rial <br /> <br /> <br />for the various diameters is reflected in the estimate. Pipeline <br /> <br /> <br />costs have been compared with pipeline cost estimates from the United <br /> <br /> <br />States Bureau of Reclamation (USBR) Dolores project as well as the <br /> <br /> <br />Animas-La Plata Definite Plan Report. Installed estimated pipeline <br /> <br /> <br />costs are shown in Table D.I. <br /> <br />D.3.4 River Diversion Structures <br />River diversion structures were included for parcels over 30 acres. <br /> <br />The diversion structure would be constructed across the river to form <br /> <br />a pool of wate-r with sufficient depth for the pump to draw from. A <br />weir type diversion structure consists of a 4 foot high wall with a <br />footing and riprap on each side for stability and protection from ice <br />damage. The estimated cost of the structure is $210 per foot. The <br />diversion structures were estimated to be 50 feet long for the San <br />Juan River. <br /> <br />It may not be practical to build a massive diversion to serve a small <br /> <br /> <br />parcel. A farmer farming a small parcel with low flow requirements <br /> <br /> <br />would probably have a simple temporary diversion which could be <br /> <br />5 <br />