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<br />I <br /> <br />r.' r '='9'> <br />uLC.. '" <br /> <br />I <br /> <br />I <br /> <br /> Table 4.--U!nta Basln WSI, My ton Townsite Canal incremental analysis . <br /> Lining Lining Seepage Salt Cost effectiveness <br />Reach Approximate length annual reduction reduction $/ton <br />No. station ft cost 1 acre- ft 11 tons 1 Incre- curnu- <br /> (rounded) mental lative <br />2 10-92 Gain <br />6 335-385 5,000 50,420 580 150 67 61 <br />1 0-10 7,000 87,670 750 980 89 80 <br />3 92-142 5,000 54,560 320 420 130 90 <br />8 671-182 10,500 11,210 140 180 396 113 <br />7 385-671 29,000 232,650 440 570 408 171 <br />Laterals 22,200 121,380 120 160 759 202 <br />5 280-335 5,500 57,210 50 70 817 216 <br />4 142-280 13,800 143,500 130 170 844 248 . <br />Totals 98,000 818,660 2,530 3,300 <br /> Based on cost analysis using January 1989 prices, 8-7/8 percent interest, and <br />a project life of 50 years. <br />. Taken from phase I studies. <br /> Based on a unit salt reduction of 1.3 tons/acre-ft <br />My ton Townsite salt reductlon = 3265 tons <br />Seepage reduction = 2500 acre-ft <br />(Taken from tables 13 and 14, appendix B, Hydrosalinity, Uinta Basin Unit) <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />. <br /> <br />10 <br /> <br />I <br />