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n <br />U <br />used to proportion the total 25.8 acre-Peet (Table <br />9). For example, the drawdown at Furry Ditch (Figure <br />2, Table 1) was estimated to be 7.0 feet (Reference <br />3). The proportion of the 25.8 acre-feet to be <br />diverted to augment this right is (7.0/11.1) x 25.8, <br />Or 16.27 acre-feat. <br />2. The duration of the irrigation season was considered <br />to be 201 days. The estimated depletion for Furry <br />Ditch is (16.27 acre-feet/201 days) or 16.3 gpm. <br />3. Assuming a 50~ delivery efficiency at the diversion <br />structure (Diversion A, Figure 2), the estimated <br />• replacement is 36.6 gpm. <br />Table 10 and Figure 2 shows the estimated replacement <br />quantities and their respective diversions. This component <br />of the augmentation plan therefore requires the following: <br />1. Flow to Tuttle Draw (S-007, 5-013, and S-o21) be <br />increased by 2.0 gpm through the diversion structure <br />(Diversion H) Prom the cc ditch. <br />2. Flow to Calamity Draw be increased by 54.2 gpm <br />through the diversion structure (Diversion A) Prom <br />the CC ditch. <br />27 <br />• <br />fsE0711AN5. INC. <br />REVISED MARCt12006 Attachment 2.05.6(3)(b)(v)-1-32 <br />