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F) Slope of Dam: <br />Design: 2. O H 1 . ti V ma>:. <br />Measured: As designed. <br />G) Compaction of Embankment: <br />Design: Adequate compacted fill. <br />Measured: As designed. Good clay fill was compacted by <br />a CAT 980 loader and D-9 dozer which resulted in more <br />than adequate compaction. <br />H) Width of Top of Dam: <br />Design: 1U.0 feet minimum. <br />Measured: IU.O-13.U feet. <br />I) Sediment Volume: <br />Design: U.30 ac -f t. <br />Measured: 0.60 ac -f t. <br />~) kunoff Volume: <br />Design: 2.87 ac-f t. <br />Neasured: appror.imately 2.87 ac -f t. <br />f°:) Dewatering Pipe Details: <br />Design: v" F'VC. <br />Measured: 6" F'VC with v" opening. <br />L) Erosion: <br />None <br />M) Seepage; <br />None. <br />N) Structural Problems: <br />None. <br />O) Uther Problems: <br />None: <br />B <br />