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<br />I. <br />I <br /> <br /> <br />. <br /> <br />4 <br /> <br />II. Alternative Plans Including the Proposed Action <br /> <br />construction of the Dallas Creek Project provides the opportunity to <br />incorporate baseload hydroelectric power to meet anticipated needs. Several <br />powerplants and outlet works design changes (utilizing water from original <br />project purposes) were considered and are presented below. None of the <br />alternatives would change the size of the reservoir or affect the highway or <br />utility relocations. Downstream flows would remain the same. <br /> <br />A. Alternative 1 - No Action <br /> <br />Alternative 1 is the plan approved in the FES and includes a dual <br />outlet works and no provision for power. Dual outlets were originally <br />designed to control water temperatures and heavy metals and thus maintain a <br />downstream fishery conducive to trout production. Downstream water quality <br />was supposed to improve since surface releases are warmer and contain the least <br />amount of heavy metals. Subsequent studies have demonstrated that upper outlet <br />temperature control will not be as significant a factor in trout production as <br />heavy metals and summer stagnation. Although the dual outlet combined with <br />aeration (discussed on pages 5-6) is the most environmentally desirable alter- <br />native, benefits are only marginally better than other alternatives at much <br />less cost. <br /> <br />The high level outlet would be located 170 feet above the strea~ <br />bed immediately adjacent to the spillway. This outlet would be used from <br />April to October (most years) to provide warmer and better quality water for <br />the downstream fishery. When reservoir elevations drop in late summer and <br />render the upper outlet inoperable, operations would be switched to the low <br />level outlet. <br /> <br />B. Alternative 2 - Dual Outlet Dam; 19,240 mWh Powerplant <br /> <br />Alternative 2 is identical to the original plan except it provides <br />for a 4.2 megawatt (mW) capacity base load powerplant which would produce an <br />estimated 19,240 megawatt hours (mWh) of power annually through the river <br />outlet. The upper outlet would be used only to release water in excess of <br />power demands. The powerplant would be operated and maintained by the Bureau <br />of Reclamation with day to day regulation controlled by the CRSP Power Opera- <br />tions Center in Montrose, Colorado. The plant would house two 2.1 megawatt <br />generators; one would operate from October through March in most years when <br />stream flows are low and reservoir releases for project uses are reduced. <br />Both units would be engaged between April and September when more water is <br />available. Power in excess of project needs would be distributed and marketed <br />by the Western Area Power Administration through the facilities of the Colorado <br />River Storage Project. A step-up transformer would be installed to raise the <br />voltage of the generated electricity to 46 kilovolt (kV) for transmission to <br />existing powerlines (Figure 2). This transformer and powerline would be used <br />with any of the power alternatives. <br />