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�1 <br />� <br />Results of a peaking power study which was recently (January 1989) <br />icompleted for the Authority indicate that a total installed peaking capacity <br />of 450 MW (medium growth) to 825 MW (high growth) may be economically <br />Iattractive within the State of Colorado by the year 2007, if the cost of that <br />capacity is in the range of 51000/kW to 51200/kW. It appears, therefore, that <br />� both of the pumped-storage projects evaluated in this study may be financially <br />feasible and could possibly serve as a method for enhancing the financial <br />attractiveness of an in-basin water resource development plan, provided that <br />-{ the economic benefits of the project are shared in an equitable manner between <br />the water supply function and the power supply function of a combined project. <br />8.3 OUT-OF-BASIN WATER SALES <br />8.3.1 Introduction <br />lThe possibility of exporting water from the study area to the Front Range <br />was investigated as a potential method of enhancing the financial feasibility <br />Iof an in-basin development plan. The purpase of the investigation was to <br />determine if the potential for an export project exists; and if so, to make a <br />Ipreliminary determination as to whether such a project appears to be <br />financially feasible and therefore would warrant further, more detailed siudy. <br />I Water sales to downstream states was not investigated due to institutional <br />constraints associated with such an arrangement. <br />+ A review of existing data and reports identified three previously studied <br />projects which would divert water from the Upper Taylor River basin to either <br />� the Arkansas River basin or the South Platte River basin. These �rojects are: <br />o the Collegiate Range Project as proposed by the City of Aurora; <br />o the Union Park Water Supply Project as proposed by Arapahoe County; <br />and <br />o the Central Colorado Project as evaluated by the Central Colorada <br />Water Conservancy District. <br />8-3 <br />