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<br />I <br />I <br />I <br />I <br /> <br />VVCWD Demands and Depletions <br /> <br />I <br /> <br />According to ths VVCWD request, water from Green Mountain Reservoir will <br /> <br /> <br />be needed from November through April for municipal and snowmaking purposes. <br /> <br /> <br />The municipal diversions will require water from November through April during <br /> <br /> <br />all years. Snowmaking diversions require water from November through February <br /> <br /> <br />in dry and aveyage water years and November through December for wet years. <br /> <br />Water data for the above purposes was taken directly from the VVCWD request for <br /> <br /> <br />water service from Green Mountain Reservoir. <br /> <br />I <br /> <br />I <br /> <br />Table 2 shows expected VVCWD depletions for assumed development conditions <br /> <br /> <br />and the related total diversion requirement. Total diversion requirements or <br /> <br /> <br />demand for municipal purposes were determined from the depletion data assuming <br /> <br /> <br />that replacement would be required only for the consumptive use associated with <br /> <br /> <br />the municipal water use (10% of diversion) and that 10% of the water released <br /> <br /> <br />from Green Mountain Reservoir would be lost in transit. <br /> <br />I <br />- <br /> <br />I <br /> <br />Snowmaking demand was calculated from the requested water service amounts <br /> <br />as follows: (1) a 10% transit loss was assumed for all replacement releases <br /> <br /> <br />from Green Mountain Reservoir, and (2) the remaining water (in acre-feet per <br /> <br /> <br />month) was considered to be diverted and used for snowmaking. Bpcause the <br /> <br /> <br />snowmaking diversions result in a physical removal of water from the stream for <br /> <br />which there is no appreciable return flow until the spring runoff, it was <br /> <br /> <br />assumed. that the entire snowmaking diversion amount would have to be replaced <br /> <br /> <br />during the month such diversions were made. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Based on the VVCWD application and information supplied by Tipton and <br /> <br /> <br />Kalmbach, all return flows from municipal diversions above Vail re-enter Gore <br /> <br /> <br />Creek (minus depletions) at the Vail Sewage Treatment Plant with no lag time. <br /> <br />The VVCWD municipal diversions below Vail re-enter the sy~tem (minus <br /> <br /> <br />depletions) at the Avon Sewage Treatment Plant. Snowmaking return flows were <br /> <br /> <br />assumed to re-enter Gore Creek via Mill Creek, but they were delayed until <br /> <br /> <br />April through July. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />The VVCWD has several locations from which it may divert water from Gore <br /> <br /> <br />Creek for municipal purposes. Snowmaking diversions from Gore Creek, however, <br /> <br />I <br /> <br />-7- <br /> <br />I! <br />