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<br />002210 <br /> <br />During this time period, if the flow at the Shoshone Diversion Dam (WDID 530584), as measured at the Dotsero <br />stream gage (Gage 09070500), was less than 1,250 cfs, the division engineer would fIrst curtail all transmountain <br />diversions (other than CBT) before making a release from Green Mountain Reservoir. As a result of this method of <br />administration, Green Mountain typically remained reasonably full during the summer irrigation season and was <br />drawn down beginning in September and reaching its low point in storage by the end of April of the following year. <br />A signifIcant portion of the water was being released for power generation without the additional benefit of <br />supplementing existing Western Slope irrigation uses. <br />In 1985, the division engineer began to administer the river in accordance with the priority system, with the result <br />that many of the transmountain diversions that historically had been curtailed by the division engineer (Denver and <br />Colorado Springs) were actually in priority and entitled to divert. The junior rights that would be called out by the <br />Shoshone Call and/or the Cameo Call were more likely to be junior Western Slope water users. This method of <br />administration has tended to trigger an earlier release of water from the 100,000 acre-foot power pool in Green <br />Mountain Reservoir. <br />Future Operations of Historic User Pool. In addition to Shoshone, the primary call on the Colorado River is <br />associated with a number of senior water rights that divert for irrigation and power purposes in the Grand Valley <br />area near Grand Junction. Collectively, the demands for these rights are referred to as the Cameo Call (See separate <br />documentation regarding these rights). As described in the accompanying documentation, the magnitude of the <br />Cameo call is dependent upon operation of the Orchard Mesa Check, a facility that can be operated in a manner that <br />could reduce the call. Issues related to the operation of the Check structure are currently the subject of litigation in <br />Case No. 91CW247, the Orchard Mesa Check Case. Resolution of these issues will have a significant impact on the <br />future operations of Green Mountain Reservoir, in particular, the historic user pool. <br />As part of settlement discussions in the referenced case, the USBR, in conjunction with the division engineer, is to <br />develop criteria for the operation of the historic user pool with the objectives of: (1) Ensuring that suffIcient water is <br />available in Green Mountain Reservoir to meet the replacement needs of the historic user pool beneficiaries; (2) <br />Ensuring that suffIcient quantities of water are available in the historic user pool to meet direct delivery needs at <br />Cameo; (3) Ensuring that suffIcient water remains in the historic user pool at the end of each irrigation season to <br />meet winter demands of historic user pool benefIciaries; and (4) Providing a methodology to determine the amount <br />of the historic user pool that is surplus to the anticipated needs of the historic user pool benefIciaries and would <br />therefore be available for delivery for other beneficial uses in the Colorado River basin, including augmentation of <br />flows in the critical 15-Mile Reach for protection and recovery of endangered fIsh species. As of March 1996, the <br />studies performed by the USBR have indicated that amount of water that needs to be reserved for historic user pool <br />benefIciaries upstream of the Shoshone power plant may be only about 15,000 acre-feet annually (out of the 66,000 <br />acre-feet in the historic user pool). The reduction is largely a reflection of replacing only the consumptive use as <br />opposed to headgate diversion requirements. The USBR and division engineer have developed a preliminary rule <br />curve for the release of water from the historic user pool, consistent with the above objectives. <br />Consolidated Case Nos. 2782, 5016 and 5017 (the Blue River Decree). In this 1955 adjudication, the relative <br />priorities of the storage rights and hydro rights for Green Mountain Reservoir and the upstream rights at Dillon <br />Reservoir and the Continental-Hoosier System (Colorado Springs) were specifIed. <br /> <br />tal Hoosier System 77 cfs <br /> <br />ountain Reservoir <br /> <br />fs <br /> <br />6,315 acre-feet <br />788 cfs <br /> <br />illon Reservoir 252,678 acre-feet <br /> <br />ntinental-Hoosier System 400 cfs <br /> <br />Continental-Hoosier Storage 5,306 acre-feet <br /> <br />In this decree, Colorado Springs and Denver obtained the right to divert and store water at their upstream facilities <br />on an out-of-priority basis, if it can be determined that Green Mountain Reservoir will likely fIll. Because the cities <br />have storage in the upper Blue River basin, they are in a position to repay Green Mountain in the event the latter did <br />not achieve fill. This agreement to allow out-of-priority upstream diversions is assessed only against the senior <br />storage decree at Green Mountain and does not apply to an administrative call placed by the Green Mountain direct <br />flow hydro right because the cities agreed to pay power interference charges to offset the potential impacts of <br />upstream diversions as against the hydro right. <br /> <br /> <br />