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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 />1478 <br /> <br />and sideroll. As a result, parcels with a corn/soybean rotation <br /> <br /> <br />were evaluated with gravity and the center pivot system options only. <br /> <br />The first step in making this task analysis was determination of the <br /> <br /> <br />presently irrigated lands on Southern Ute and Mountain Ute Indian <br /> <br /> <br />lands. w. W. Wheeler & Associates, Inc., hydrology consultant, <br /> <br /> <br />identified from aerial photographs and other information available <br /> <br /> <br />to them the lands presently irrigated and provided to Boyle a marked <br /> <br /> <br />print of the base map. The amount of irrigated acreage was then <br /> <br /> <br />planimetered from the base map and tabulated. It should be noted <br /> <br /> <br />that presently irrigated land covers some land not classified and <br /> <br /> <br />Class 6 (non-irrigablel soils as determined by Stoneman-Landers, <br /> <br /> <br />soil consultants. <br /> <br />For the remaining irrigable parcels, an analysis was made to <br /> <br /> <br />determine the residual water payment capacity when only the off-farm <br /> <br /> <br />static pumping lift costs where added to the on-farm costs identified <br /> <br /> <br />in Task B. Based on the elevation of the neares~ water supply and the. <br /> <br /> <br />elevation of the highest point in each parcel, the static lift to <br /> <br /> <br />ser~e the parcel was calculated using the computer program developed <br /> <br /> <br />for the Task B report. The power cost to lift the annual water <br /> <br /> <br />requirement to each field was then calculated assuming a 75 percent <br /> <br /> <br />pumping plant efficiency, which is a conservatively high assumption, <br /> <br /> <br />and a field delivery pressure of 60 psi for all but gravity irrigated <br /> <br /> <br />fields. <br /> <br />3 <br />