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<br />e 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 Trench 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 /> ----- ------ ------ ---- ----- ------ ------ ------ <br /> ----- ------ ------ ---- ----- ------ ------ ------ <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 />e 32508 144480 1778 146258 <br />1600 7960 98 30062 <br /> 20592 45760 889 46649 <br /> 1600 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 Placed in Cubic Yards (30% Compaction) 705300 <br /> <br />14 <br />