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', G) Compaction of Embankment: <br />` Design: Adequate compacted fill in en a re embankment. <br />Measured: The Cat 980 louder was used to run over the <br />fill when building they dam. This method produced <br />fill densities in e:;cess ^f ilU lbs ! cu. ft. <br />H) Width of Tap of Dam: <br />Design: IU.U feet. <br />Measured: 1U.0-28.U feet. <br />I) Sediment Volume: <br />Design: 1.68 ac -f t. <br />Ieasured: 1.9U ac-f t. <br />J) kunoff Volume: <br />Design: 9.U7 ac-f t. <br />Measured: appror.irnately 9.1U ac -f t. <br />k:> Dewatering F'ipe Details: <br />Design: 6. 5" RVL' <br />Measured: 6" PVC <br />Although the actual pipe diameter is less than the design, <br />the pond has more volume below the dewatering pipe than <br />required, thus the dewatering time should be maintained and <br />certification can be made. <br />L) Erosion: <br />None <br />M) Seepage: <br />None. <br />N) Structural Problems: <br />None. <br />U) Other Problems: <br />None: <br />17 <br />