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<br />I <br /> <br />I <br /> <br />...- TABLE 3 - Vail Valley Consolidated Water District Municipal and Snowmakf~g <br />Diversions Possible in each Reach Using Existing Water Rights <br /> <br />I <br /> <br />I <br /> <br />I. <br /> <br />. <br />I <br /> <br />I <br /> <br />'. <br /> <br />I <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />I <br /> <br />STREAM REACH <br /> <br />TOTAL DIVERSIONS2) <br />(ds) <br />HUN Snow <br /> <br />PERCENT OF TOTAL3) <br /> <br />HUN <br /> <br />Snow <br /> <br />Above Gage at Vail, Co. <br /> <br />46.50 <br /> <br />73.0 <br /> <br />Between Mill Creek & <br />Gage at Vail, Co. <br /> <br />15.00 <br /> <br />23.5 <br /> <br />Between Mill & <br />Straddle Creeks <br /> <br />Between Spraddle & <br />Red Sandstone Creeks <br /> <br />4.50 <br /> <br />100.0 <br /> <br />Between Red Sandstone <br />Creek & Confluence <br />with ths Eagle River <br /> <br />2.22 <br /> <br />3.5 <br /> <br />TOTAL <br /> <br />63.72 <br /> <br />100.0 <br /> <br />100.0 <br /> <br />4.50 <br /> <br />1) Based on decreed water rights listed in the on VVCWD application for <br />Green Mountain Reservoir water service. <br /> <br />2) Total decreed diversion amounts for VVCWD rights in the reach. These <br />diversion rates do not necessarily reflect anticipated municipal water use <br />or replacement-water demand. They are used here only to apportion the <br />requested water service amounts between specific municipal use sites. <br /> <br />3) <br />Precentage of total decreed diversions applicable to each stream reach, to <br /> <br />be used for apportioning the estimated future municipal diversions. <br /> <br />-10- <br />