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Vallejo Creek <br />24_ADW008 234.50 <br />Ventero Creek Below Sanchez Reservoir <br />25_ADW001 569.54 <br />Upper San Luis -Alder, Gooseberry, Cedar, Hayden, Miller, Carpenter creeks <br />25_ADW002 409.68 <br />Kerber, Cottonwood, Little Kerber, Kelley creeks <br />25_ADW003 15.30 <br />North Crestone Creek, Burnt Gulch <br />25_ADW004 30.00 <br />South Crestone Creek <br />25_ADW005 55.01 <br />Clover Creek <br />25_ADW006 0.00 <br />Garner Creek <br />25_ADW007 225.69 <br />Rito Alto <br />25_ADW008 104.00 <br />San Isabel Creek <br />25_ADW009 80.00 <br />Upper Rock Creek, Neeland Creek, Jack, Carr creeks <br />25_ADW010 1068.33 <br />Lower San Luis, Short, Silver, Steel, Spring, Hot Springs, SLV Hot Springs <br />26_ADW001 648.83 <br />Upper Saguache, Hodd., Mill, Jacks, Ford, Baxter, Tuttle, Midd., Bear, Sheep, Leud., Hunt Spg, Skelton, Cross crks <br />26_ADW002 1226.02 <br />Lower Saguache, Turnbull creeks <br />26_ADW003 124.84 <br />North Fork Saguache Creek <br />26_ADW004 262.09 <br />Werner Arroyo <br />27_ADW001 341.23 <br />Carnero Creek <br />27_ADW002 128.92 <br />La Garita Creek <br />35_ADW001 81.00 <br />Ute Creek: North Swamp, South Swamp, Ikes, Barbara, Blanca, Tobin, Spring creeks <br />35_ADW002 93.57 <br />Sangre de Cristo Creek: Big Bear Creek <br />35_ADW003 56.44 <br />Sand Creek: Big Spring, Little Spring, Slag, Middle creeks <br />35_ADW004 445.04 <br />Zapata Creek: South Urraca, Middle Urraca creeks <br />Water Right Classes <br />To limit the amount of detail included in aggregated structure modeling and improve model <br />performance, water right classes were developed for aggregated direct flow diversion structures. <br />Total decreed cumulative absolute direct flow rights in the basin were plotted against <br />administration number (priority) and examined for obvious break points (Figure 1). In addition <br />information on calling priorities (swing rights) obtained during Water Commissioner interviews <br />C:Acdss\Task7-l.doc Water Right Aggregation March 13, 2000 -Page 4 of 6 <br />