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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 />000284 <br /> <br />2.2.2 Previous WIRSOS Model Runs <br /> <br />As part of the Sandstone Depletion Study, WWC modeled the Little Snake River <br /> <br />under four different scenarios acceptable to the USFWS, i.e, Present Modified Conditions <br /> <br />(PMC), Environmental Baseline (EB), Environmental Baseline with Sandstone Reservoir <br /> <br /> <br />providing supplemental irrigation and municipal water (EBISS-M), and Environmental <br /> <br /> <br />Baseline with Sandstone Reservoir providing supplemental irrigation and municipal water, <br /> <br /> <br />and industrial water (EB/SS-I). The following discussion is a brief description of each of <br /> <br />the above scenarios. <br /> <br />2.2.2.1 Present Modified Conditions (PMC). The PMC run simulated operation of the <br /> <br /> <br />Little Snake River over the 1930-1982 period of record with the level of development and <br /> <br /> <br />use existing along the river as of 1982. Demands on river water included current valid <br /> <br />water rights for irrigation and municipal uses (Baggs and Dixon) and depletions due to <br /> <br />transmountain diversion for the Cheyenne Stage I project. <br /> <br />2.2.2,2 Environmental Baseline (EE), The EB run simulated operation of the Little <br /> <br />Snake River over the 1930-1982 period using the demand level prepared for the PMC run <br /> <br />plus City of Cheyenne Stage II depletions and permitted water rights which are senior in <br /> <br />priority to Sandstone Reservoir. <br /> <br />16 <br />