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Table 2 <br />Aggregated Storage Rights and Reservoirs in Division 3 <br />District Number of Number of <br />Storage Decrees Reservoirs/Stock Ponds <br />20 107 93 <br />21 12 6 <br />22 46 45 <br />24 4 2 <br />25 18 17 <br />26 35 35 <br />27 15 15 <br />35 7 6 <br />Total <br />244 <br />219 <br />Table 3 <br />Modeled Aggregated Reservoirs <br />Aggregated Total <br />Structure Geographic Area Volume Estimated Area <br />1D (AF) (AC) <br />20 ARW001 Upper Rio Grande 19292.94 1929 <br />20 ARW002 Lower Rio Grande 5538.90 554 <br />21 ARW001 La Jara and Alamosa creeks 3062.75 306 <br />22 ARW001 Conejos River 946.92 95 <br />22 ARW002 Los Pinos River 913.15 91 <br />24 ARW001 Culebra Creek 168.25 17 <br />25 ARW001 Small Tributaries 1949.14 195 <br />26 ARW001 Saguache Creek 908.29 91 <br />27 ARW001 Carnero and La Garita creeks 62.30 6 <br />35 ARW001 Trinchera, Ute and San Francisco 4112.25 411 <br />Total <br />Water Right Classes <br />36954.89 3695 <br />To limit the amount of detail included in aggregated structure modeling and improve model <br />performance, water right classes were developed for application with aggregated reservoirs. Total <br />decreed cumulative absolute storage rights in the basin were plotted against administration number <br />(priority) and examined for obvious break points (Figure 1). Based on this information, water <br />right classes were applied to all aggregated reservoir structures in the basin as shown in Table 4. <br />The amount of water rights within each class and for each aggregated reservoir is shown in <br />Attachment 2. <br />C:Acdss\Task7-2.doc Reservoir Aggregation March 13, 2000 -Page 3 of 5 <br />