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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 />I <br />I <br /> <br /> TABLE 2 <br /> Reservoir Routings for Existing Dam <br /> and Reservoir Conditions <br /> Spi 11 way <br /> Flow, cfs Volume Depth Freeboard <br /> Inflow Outflow Acre-feet (ft) (ft) <br />1. 100-year <br /> 6-hou r storm 542 1BB 9B 2.5 1.5 <br />2. 100-year <br /> 1B-hour storm 997 >372 197 >4.0 Overtops <br />3. Assumption B <br /> Thunderstorm 662 304 50 2.8 1.2 <br /> <br />It is apparent that the existing spillway is inadequate to accom- <br />modate the 100-year (18-hour) inflow design flood without overtopping <br />the dam and, therefore, additional spillway capacity is needed. <br /> <br />- V-7 - <br />