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<br />j. The overflow rating curve for Martins Fork Dam is not <br /> <br />affected by tailwater. <br /> <br />Pertinent data for both projects are shown in table 1. <br /> <br />Table 1. Pertinent Data for Both Projects <br /> <br />Item <br />Location by Stream Name <br /> <br />Cranks Creek Dam, <br />Existing <br /> <br />Cranks Creek <br /> <br />Proposed Martins <br />Fork Dam <br /> <br />Martins Fork of the <br />Cumberland River <br /> <br />Miles above mouth <br /> <br />2.4 <br /> <br />15.6 <br /> <br />Drainage Area. (sq. m1.) <br /> <br />24.8 <br /> <br />55.7 <br /> <br />Type of Dam <br /> <br />Earth Fill <br /> <br />Concrete <br /> <br />Top of dam elevation (feet) <br />Streambed elevation (approx. <br />feet) <br />Length of dam (feet) <br /> <br />1443 <br /> <br />1360 <br /> <br />1323 <br />640 <br /> <br />1263 <br />504 <br /> <br />EPillway <br /> <br />C1:est ele"ation (feet) 1430 1341 <br />C1:est length (feet) 200 200 <br />Design flood, peak-discharge <br />(cfs) 25100 57000 <br />Design flood, peak-elevation <br />(feet) 1441. 5 1358.2 <br /> <br />Reservoir Capacity <br /> <br />Normal summer operating pool, <br />elevation (feet) <br />capacity (acre-feet) <br />Capacity at spillway crest, <br />elevation (acre-feet) <br />Top of dam elevation (acre-feet) <br /> <br />1420 <br />6400 <br /> <br />1310 <br />6800 <br /> <br />9000 <br />14000 <br /> <br />21000 <br />33300 <br /> <br />Distance between the two projects <br />(miles) <br /> <br />3.9 <br /> <br />7 <br />