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SECWCD <br />May 20, 2004 <br />3 <br />RECORD OF PROCEEDING <br />Mr. Wine said preliminary runs of the III Model, using conservative assumptions for the period <br />1997 through 2003 have indicated significant depletions to usable stateline flow, even though <br />over the shorter period 1997 -1999 the Model indicated a net accretion to usable stateline flow. <br />For this reason additional analysis are being conducted so that by June I a determination can be <br />made as to whether it will be necessary to reduce pumping or require additional replacement <br />water to prevent depletions to usable stateline flow. Mr. Witte said using values for potential <br />evapo- transpiration calculated using the Penman - Monteith method shows net depletions of over <br />11,000 at, however using lower values, such as might be produced using the Blaney - Criddle <br />methodology reduces that figure by 10,000 a.f. This indicates that efforts being undertaken to <br />support adjustments to Penman - Monteith that is believed to be appropriate... such as CSU's <br />investigation of the effects of salinity, the installation of weighing lysimeters at the Rocky Ford <br />Research Station, reconfiguration of the COAGMEet stations made possible through funding <br />from CWCB are so vitally important. Mr. Witte said perhaps equally important might be <br />corroboration of these findings using a new technique for evaluation of PET using satellite <br />imagery, known as SEBAL. W. Witte said he would like to met with District staff to have an <br />opportunity to explain this more thoroughly and perhaps interest the District in providing <br />financial support in this area. <br />Mr. Witte reported on personnel issues, the following positions will be held by the following: <br />• Joe Flory <br />River Operations Coordinator <br />• Dave Kelly <br />Water District 11 Deputy <br />• Jeff Montoya <br />Water District 19 Deputy <br />• Mike Reed <br />Water District 12 Deputy <br />• Steve Trexel <br />Water District 13 Deputy <br />FRY -ARK PROJECT REPORT: <br />Mr. Musgrove reported as of May 18, there was 107,062 acre -feet of water stored in Pueblo <br />Reservoir. 71,126 acre -feet of Project water, 14,606 acre -feet of water stored in If & When <br />space, and 21,176 acre -feet of Winter water. <br />Reclamation currently has 185,823 acre -feet of Project space in Pueblo Reservoir, and 49,092 <br />acre -feet of Project space in Turquoise and Twin Lakes Reservoirs. <br />Mr. Musgrove said Boustead Tunnel peaked at 664 cfs on May 19 and was at 500 cfs on May 20. <br />To date Reclamation has diverted just over 7,800 acre -feet of water this year. <br />Brian Person reported on the following: <br />Pueblo Hydroelectric PoweMlant Update <br />The Western States Power Corporation contracted with Reclamation's Technical Service Center <br />(TSC) to fund a Feasibility Study of adding a hydroelectric powerplant to Pueblo Dam. The first <br />phase of the study included an analysis of the flow regime through the dam to determine if the <br />quantity and consistency of flows would support power generation. It was concluded that the <br />flow regime will support power development. <br />The next phase consisted of a Safety of Dams analysis of any adverse impacts associated with <br />the construction and operation of a powerplant. A structural analysis was made of connecting a <br />round penstock to the 4 -foot by 4 -foot river outlet gate within buttress 16. While it was <br />determined that there are no structural concerns with attaching a 4-foot diameter penstock, it was <br />determined that a larger, 6 -foot diameter penstock could not be attached without making <br />unacceptable modifications to the buttress. The Safety of Dams analysis also included the slight <br />reduction in reservoir evacuation ability that would be caused by attaching a plant to the outlet. <br />The reduction will likely be acceptable, but will require formal documentation. With limits <br />imposed on the excavation depths and methodologies, construction of the plant adjacent to the <br />river outlet would pose no Safety ofDams concerns. <br />