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TABLE 3 <br />BIG BATTLEMENT DAM AND RESERVOIR <br />VOLUME OF RECONSTRUCTED EMBANKMENT <br />2 feet Stripping Depth <br />3.75 :1 Upstream Slope <br />3 :1 Downstream. Slope 15 foot Key Trench Width <br />16 foot Crest Width 15 foot Key Trench Depth <br />125 foot Crest Elevation <br /> Ground Stripping + End Average Embank. Trench Embank. <br />Station Elevation Height Area Area Volume Volume Volume <br />(feet) (feet) (feet) (sq ft) (sq ft) (cy) (cy) (cy) <br />100 125 2 46 <br /> 362 335 83 418 <br />125 115 12 678 <br /> 1332 1233 208 1441 <br />150 105 22 1986 <br /> 2439 2258 208 2466 <br />175 100 27 2892 <br /> 3097 2868 208 3076 <br />200 98 29 3302 <br /> 3097 2868 208 3076 <br />225 100 27 2892 <br /> 2892 2678 208 -2886 <br />~ 250 100 27 2892 <br /> 2892 2678 208 2886 <br />275 100 27 2892 <br /> 2439 2258 208 2466 <br />300 105 22 1986 <br /> 1332 1233 208 1441 <br />325 115 12 678 <br /> 362 335 83 418 <br />~i 350 125 2 46 <br /> <br />I Totai Embankment Volume (cubic yards) 20600 <br /> Total Cubic Yards of Compacte d Fill (30% compaction) 26800 <br />11 <br />