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G) Compaction of Embankment: <br />Uesign: Not Specified. <br />Measured: Could not be determined although the dam <br />showed no evidence of bulging, crac4:ing, sliding or <br />seepage. Hlso, the clay fill in the area provides <br />e>:cellent compaction, even with tracF: equipment. <br />H) Width of Top of Dam: <br />Design: lU.U feet. <br />Measured: 12.U feet. <br />I) Sediment Volume: <br />Design: U.67 ac -f t. <br />Measured: U.75 ac-f t. <br />J) kunoff Volume: <br />Design: V.BB ac -f t. <br />Measured: 1.1U ac -f t. <br />k:) Dewatering Pipe Details: <br />Uesign; 4" F'VC with 2" opening. <br />Measured: b" F'VC with 2" opening. <br />L) Erosion: <br />Minimal; and will lessen when vegetation takes hold. <br />M) Seepage: <br />None. <br />N) Structural Problems: <br />None. <br />0) Uther Problems: <br />None: <br /> <br />