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/~ used to proportion the total 25.8 acre-feet (Table <br />'`~ 9). For example, the drawdown at Furry Ditch (Figure <br />2, Table 1) was estimated to be 7.0 Peet (Reference <br />3). The proportion oP the 25.8 acre-Peet to be <br />diverted to augment this right ie (7.0/11.1) x 25.8, <br />or 16.27 acre-feet. <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 18.3 qpm. <br />3. Assuming a 50g delivery efficiency at the diversion <br />structure (Diversion A, Figure 2), the estimated <br />replacement is 36.6 qpm. <br />~. • <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 (5-007, 5-013, and 5-021) be <br />increased by 2.0 gpm through the diversion structure <br />(Diversion H) 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 />~~ <br />27 <br />GEOIRANS. INC. <br />