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<br />. <br /> <br />~ <br />C'J <br />W <br />1\.) <br /> <br />. <br /> <br />. <br /> <br />total reduction due to lining and piping the canals and laterals <br />on the east side of the Uncompahgre River would be 92,520. The <br />analysis methodology and aforementioned modifications have been <br />presented to Denver Office, and they have verified that the <br />methodology is proper and agree with the modifications. <br /> <br />B. Seepage and Salinity Reductions for Individual components <br /> <br />Table 2 displays the seepage and salinity reductions <br />resulting from the lining and piping of each individual canal and <br />system of laterals: <br /> <br />TABLE 2 <br />Seepage and Salinity Reductions <br /> <br />Component <br /> <br />Seepage <br />Reduction <br />(af/yr) <br /> <br />salini ty <br />Reduction <br />(tons/yr) <br /> <br />Canals: <br /> <br />South <br />Loutzenhizer <br />Selig <br />East <br />Garnet <br /> <br />1,690 <br />990 <br />1,450 <br />940 <br />730 <br /> <br />9,380 <br />5,490 <br />8,050 <br />5,220 <br />4,050 <br /> <br />Subtotal (Main canals) <br /> <br />5,800 <br /> <br />32,190 <br /> <br />Lateral systems: <br /> <br />South <br />Loutzenhizer <br />Selig <br />East <br />Garnet <br /> <br />3,730 20,700 <br />1,460 8,100 <br />2,560 l4,210 <br />2,820 15,650 <br />300 1,670 <br />10,870 60,330 <br />16,670 92,520 <br /> <br />Subtotal (laterals) <br /> <br />TOTAL <br /> <br />13 <br />