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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br /> <br />annual cost; estimates of power revenues; and the e:;ltimated production cost <br /> <br /> <br />for the water supply. The results of these activities are considered prelimi- <br /> <br /> <br />nary at this stage because of the limited geotechnical exploration progr'am. <br /> <br />The detailed scope of the feasibility and preliminary design study <br />services for the Pl"Oject is summarized as follows: <br /> <br />o Review resource infonnation and data applicable to the Proj- <br /> <br /> <br />ect which are available through State, Federal, and other <br /> <br /> <br />agencies. <br /> <br />o Participate in meetings of the Una Reservoir advisory <br />committee. <br /> <br />o Conduct a reconnaissance of the Project area to assess the <br />physical conditions of the site, the suitability of existing <br />data, and the need for additional topogr'aphic and geotechni- <br />cal infonnation. <br /> <br />o PerfoI"lll geologic mapping of the dam and reservoir site; con- <br /> <br /> <br />duct limited subsurface investigations (not including core <br /> <br />boring) to supplement existing infoI"lllation concerning foun- <br /> <br /> <br />dation conditions and to locate construction material <br /> <br /> <br />sources; review regional geology, determine fault locations, <br /> <br /> <br />investigate seismicity, and conduct preliminary seismic <br /> <br /> <br />hazard evaluations; and conduct other investigations as <br /> <br /> <br />necessary to select the dam axis, the type of dam, evaluate <br /> <br /> <br />foundation conditions, and deteI"llline necessary foundation <br /> <br />treatment. <br /> <br />o PerfoI"lll control and gr'ound sU!"veys, as required, to supple- <br />ment existing data. <br /> <br />o <br /> <br />Conduct analyses <br />accumulation in <br /> <br />of the flood hydrology and possible sediment <br />the reservoir. Flood hydrology analyses <br /> <br />1-3 <br />