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<br /> <br />t <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br />the full appropriation amounts for the months May through September of each year. <br />There are two separate rights for Pot Hook Canal as shown on Table 1, page 6. The first <br />right, dated June 5, 19591 is for 260 cfs. The second is an enlargement right of 400 cfs, <br />dated April 19, 1966. In the Definite Plan Report, the USBR stated that the initial <br />capacity of Pot Hook Canal would be 290 cfs. So that demands do not exceed canal <br />capacity, Pot Hook Canal demands consisted of 260 cfs (priority date of June 5, 1959) and <br />30 cfs (priority date of April 19, 1966). It was found that it was not possible to provide <br />the decreed amount throughout the year, therefore the demands for the Pot Hook Canal <br />were set at those estimated by the USBR in the Definite Plan Report. <br />In Scenario 1, the modeling of all Pot Hook Project rights, water is diverted from <br />streamflow first and, if the water availability is insufficient, a call for storage water is <br />placed on Pot Hook Reservoir to satisfy the remaining amount. For Scenarios 1A and 1B, <br />only Pot Hook Canal is allowed to draw on storage water. <br />Bypass flow requirements for instream flow considerations were included in the <br /> <br /> <br /> <br /> <br />n <br /> <br /> <br />WIRSOS modeling. In the Savery-Pot Hook Project, Definite Plan Report, (USBR, May <br />1977), no provisions were made for instream flows below the dam site in the operation <br />of Pot Hook Reservoir. An instream flow requirement of 24 c.f.s., equivalent to that <br />determined for Savery Creek below Sandstone Dam, was used for this study. This flow <br />requirement has not been quantified by biological studies and is for study purposes only. <br />In the modeling, the instream flows were met with reservoir bypasses and storage releases, <br />26 <br />