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used to proportion the total 25.8 acre-feet (Table <br />9). For example, the dravdovn at Furry Ditch (Figure <br />2, Table 1) vas estimated to be 7.0 feet (Reference <br />3). The proportion of the 25.6 acre-feet to be <br />diverted to augment this right is (7.0/11.1) x 25.8, <br />or 16.27 acre-feet. <br />2. The duration of the irrigation season vas considered <br />to be 201 days. The estimated depletion for Furry <br />Ditch is (16.27 acre-feet/201 days) or 18.3 gpm. <br />3. Assvmincj a SOt delivery efficiency at ,the diversion ~~ <br />structure (Diversion A, Figure 2), the estimated <br />replacement is 36.6 gpm.- <br />• 1 Table 10 and Figure 2 shove the estimated replacement <br />~qusntities and their respective diversions. This component <br />of the augmentation plan therefore requires the following: <br />1. Flow to Tuttle Draw (5-007; s-013, and 5-021) be <br />increased by 2.0 qpm through the diversion structure <br />(Diversion B) from the CC ditch, <br />2. Flow to Calamity Draw be increased by 54.2 gpm <br />through the diversion structure (Diversion A) from <br />the CC ditch. <br />27 <br />GEOTRANS.IN[- <br />• Attachment 2.05.3(3)-16-72 <br />REVISED MARCH 2006 <br />