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<br />OrlG!.59 <br /> <br />B. In-Basin Needs <br /> <br />The WWDC staff has identified an industrial need of 55,010 AF/year. <br />A listing of potential industrial users is tabulated in Table 3. The uncertain <br /> <br />nature of industrial planning should be taken into consideration when evaluating <br /> <br />projected industrial demands. However, commitment by the State regarding de- <br /> <br />velopment of water reSOurces could encourage industrial development. <br /> <br />The ~iDC staff has also identified a projected demand of 800 AF/year <br /> <br />to meet increasing m~nicipal and rural domestic needs. Portions of the rural <br /> <br />domestic water supply may not materialize, depending upon the feasibility of <br /> <br />constructing rural water systems. <br /> <br />Additionally, a supplemental water supply for lands presently ir- <br /> <br />rigated is another in-basin need. Currently, 11,156.6 acres of land are under <br /> <br />irrigation in the Little Snake River basin in Wyoming (WWDC, 1979). Approxi- <br />mately 8,200 acres could be provided an economical supplemental supply from <br /> <br />alternative projects evaluated in this study, The ideal diversion requirement, <br /> <br />as estimated by the Water and Power Resources Service (WPRS) , is 3.16 AF/acre. <br /> <br />A total diversion requirement for 8,200 acres is 25,900 AF, Based upon this <br /> <br />study and studies by the WPRS, it is estimated that deficit averaging 25% of the <br /> <br />ideal diversion requirement occurs in the Little Snake River basin in Colorado <br /> <br />and Wyoming. Thus, an average supplemental supply of approximately 6,500 <br /> <br />AF/year is required to provide a full supply. However, during dry years a <br />shortage approaching 66% (approximately 17,000 AF) has occurred. Provision <br /> <br />should be made in all storage projects to improve supplies during dry years. <br /> <br />The average and maximum supplemental supplies for the Little Snake River and <br /> <br />Savery Creek are tabulated in Table 3. <br /> <br />The need for irrigation supply was assumed to be the amount of water <br /> <br />to provide supplemental supply for existing irrigated lands. Contacts with area <br /> <br />V-J <br />