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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 />I <br />I <br />I <br />I <br /> <br />customer, Water will be pumped from two existing irrigation ditches by three pumping <br />stations and distributed through an interconnected network of 2-inch to lO-inch diameter <br />plastic pipe, Storage will be provided by two existing concrete storage tanks with an <br />estimated capacity of 140,000 gallons, <br /> <br />The distribution system will be constructed in public right of way and installed at a <br />shallow depth to minimize cost. The design will allow the system to be self draining at <br />the end of the irrigation season, Flow restrictors (for 10 to 15 gpm) will be installed on <br />all services, except in low-pressure areas, and an every other day watering schedule will <br />be used to encourage water conservation and equity in water use and to reduce peaking <br />requirements. <br /> <br />A schematic layout of the RWIS is displayed on two sheets following page 24 of the <br />Gamba report, The estimated cost for the system is approximately $520,000 as detailed <br />on page 33 of the Gamba report. <br /> <br />Table 2 is the CWCB staff estimate for the RWIS water demands over a period of 30 <br />years, in five-year increments, using the following assumptions: <br /> <br />1, Irrigation season demands of 380 gpdJdu, <br /> <br />2, A 6-month irrigation season, <br /> <br />3, Two scenarios for water user participation in the RWIS per the Gamba <br />report: <br /> <br />A, 200 units in the first year of operation increasing to 345 units in year <br />30, <br /> <br />B, 350 units in the first year increasing to 495 in year 30, <br /> <br />6 <br />