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TABLE 4 <br /> BEAR CREEK DAM -EMBANKMENT VOLUME <br />2 foot Stripping Depth <br />.3.25 :1 Upstream <br />2.5 :1 Downstream ~ 20 foot Key Trench Width <br />25 foot Crest Width 20 foot Key T rench Depth <br />8056 foot Crest Elevation <br /> Ground Stripping + End Average Embank. Trench Total <br />Station Elevation Height Area Area Volume Volume Excavation <br />(feet) (feet) (feet) (sq ft) (sq ft) (cy) (cy) (cy) <br />1000 8080 2 62 <br /> 722 963 400 1363 <br />1090 8040 18 1382 <br /> 6252 25471 1630 27101 <br />1200 8000 58 11122 <br /> 20592 53387 1037 54424 <br />1270 7960 98 30062 <br /> 32508 252840 3111 255951 <br />1480 7952 106 34954 <br /> 32508 144480 1778 146258 <br />1600 7960 98 30062 <br /> 20592 45760 889 46649 <br />1660 8000 58 11122 <br /> 6252 9262 593 9855 <br />1700 8040 18 1382 <br /> 691 717 207 924 <br />1770 8080 0 0 <br /> Total Volume of Embankment (cubic yards) 542500 <br />Total Material Excavated and Plac ed in Cubic Yards (30% Compaction) 705300 <br />14 <br />