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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 /> <br />1G31 <br /> <br /> <br />payment capacity. Those calculations are shown in Appendix D.2 and <br /> <br /> <br />summarized in Table D.4. Parcels with an initial positive payment <br /> <br /> <br />capacity after comparing the residual preliminary payment capacity <br /> <br /> <br />to the cost of water are initially identified as practicably <br /> <br /> <br />i rr igable. <br /> <br />A number of parcels in the San Juan West Watershed had an initial <br />residual preliminary payment capacity even though the distance to <br />the river was considerable. Instead of designing individual lines <br />of supply to each of these remote parcels, a single line was sized to <br />serve all parcels. The per acre cost of this single transmission <br />line was compared to the residual preliminary payment capacity of <br />each parcel. <br /> <br />D.4.5 Preliminary Practicably Irrigable Acreage Determination <br /> <br /> <br />Table D.5 and Figures D.l through D.3 identify the preliminary <br /> <br /> <br />practicably irrigable acreage for the San Juan West Watershed. A <br /> <br /> <br />total of 206 acres was identified as PIA with an estimated annual <br /> <br /> <br />water diversion of 626 acre-feet from the San Juan River. <br /> <br />In order to finalize the PIA determination, the cropping pattern and <br /> <br /> <br />net agricultural returns were re-evaluated by the economist (Western <br /> <br /> <br />Research Corporation) on a parcel-by-parcel basis and adjusted to <br /> <br /> <br />reflect individual parcel characteristics. Another engineering <br /> <br /> <br />analysis comparing the revised payment capacity with a revised off- <br /> <br /> <br />farm irrigation system and cost was performed as presented in the <br /> <br /> <br />following Section D.4.6. <br /> <br />12 <br />