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<br />. <br /> <br />. <br /> <br />. <br /> <br />Table 1 <br />Incremental Analysis <br />(Units are $1,000) <br /> <br /> Salt reduction Accuracy <br />Canal Tons Mg/L (percent) <br /> (metric tons) <br />Lone Pine 6,090 0.7 18 <br /> (5,520) <br />Upper Hermana 1,740 0.2 16 <br /> (1,580) <br />Rocky Ford 16,170 1.7 22 <br />and Highline (14,670) <br />Combined <br />Total 24,000 2.6 20 <br /> (21,770) <br /> Capital Cost <br />Canal <br /> Total Annual <br />Lone Pine 2,965 246 <br />Upper Hennana 951 79 <br />Rocky Ford 19,251 1,596 <br />and Highline <br />Combined <br />Total 23,167 1,921 <br /> <br />Interest <br />Construction During <br />Cost Construction <br /> <br />2,786 <br /> <br />179 <br /> <br />896 <br /> <br />55 <br /> <br />16,451 <br /> <br />2,800 <br /> <br />20,133 <br /> <br />3,034 <br /> <br />Annua 1 Cost <br />Effectiveness <br />($l,OOO/mg/L) <br />#Incremental Cumulative <br />351 351 <br />394 361 <br />939 739 <br /> <br />739 <br /> <br />and water would be provided to users along the Rocky Ford Ditch by <br />piped laterals. Results of lining and combining canal sections will <br />reduce the amount of seepage emanating from canals contributing to sa- <br />linity in the McElmo Creek Drainage and the Colorado River. The plan's <br />net effect will be to reduce canal seepage by 50 percent and salinity <br />by 21 percent, 6,000 acre-feet and 24,000 tons (7,398,000 cubic meters <br />and 21,800 metric tons), resepectively. Reduction in salinity measured <br />at Imperial Dam, California will amount to 2.6 mg/L. The project cost <br />is $23,167,000 with an annual cost effectiveness of $739,000/mg/L. <br />The Bureau of Reclamation is currently completing its planning re- <br />port for the project and will proceed into preconstruction planning <br />when funds become available to collect design data. Preconstruction <br />planning will require three years to complete and construction will re- <br />quire an additional three years. <br /> <br />- <br /> <br />001565 <br /> <br />8 <br /> <br />Roche and Davison <br />