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WSPC05773
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Last modified
1/26/2010 12:02:53 PM
Creation date
10/9/2006 5:29:25 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8064.100
Description
Indian Water Rights Ute Tribes
State
CO
Basin
Statewide
Date
6/1/1987
Author
Boyle Engineering
Title
Agricultural Engineering Study Southern Ute and Ute Mountain Ute Indian Reservations San Juan Watershed Final Report
Water Supply Pro - Doc Type
Report/Study
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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 I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />1283 <br /> <br />Therefore, it was not necessary to perform any operational studies <br /> <br />involving storage reservoirs. <br /> <br />D.4.3 Cropping Pattern <br />For the preliminary analysis of PIA, a cropping pattern with the <br />highest net agricultural returns was used. Table 0.2 identifies <br />this cropping pattern as well as the net agricultural return. All <br />parcels in the San Juan Watershed are located in climatic zones D, E, <br /> <br />F, and G. <br /> <br />0.4.4 Preliminary PIA Analysis <br />A prel iminary PIA anal ysi s was per formed compar ing a parce l' s <br />payment capacity with a preliminary estimate of the cost to pump <br />water from the river to the parcel. This preliminary water cost was <br /> <br /> <br />based on the static pumping lift (the difference in elevation from <br /> <br /> <br />the water surface in the river to the elevation of the parcel) for <br /> <br /> <br />gravity irrigated fields or plus a field delivery pressure of 60 psi <br /> <br /> <br />for sprinkler irrigation. Detailed tabulations of the analysis are <br /> <br /> <br />shown in Appendix 0.1. Table D.3 identifies only those parcels with <br /> <br /> <br />an initial positive residual payment capacity requiring further <br /> <br /> <br />consideration. A total of 20 parcels covering 582 acres showed an <br /> <br /> <br />initial positive residual payment capacity. <br /> <br />An off-farm irrigation transmission system was designed for those <br /> <br /> <br />parcels near the San Juan River showing an initial positive residual <br /> <br /> <br />payment capacity. Those calculations are shown in Appendix D.2 and <br /> <br />9 <br />
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