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F) Slope of Uam: <br />Design: 2.0 H 1.C~ V max. <br />Measured: As designed. <br />G) Compaction of Embankment: <br />Uesign: Nat Specified. <br />Measured: Lower portion of dam is original ground. <br />Upper portion was duq in two locations and was found <br />to be adequate. <br />H) Width o+ lop of Uam: <br />Design: Not specified. <br />Measured: 9.U-13.U feet. <br />1) Sediment Volume: <br />Design: %. 17 ac-+t. <br />Measured: 3.11) ac-f t. <br />J) Runaf+ Volume: <br />Design: 2.84 ac-f t. <br />Measured: 3.80 ac -f t. <br />k) Dewatering Pipe Details: <br />Design: 4" F'VC with 2" opening. <br />Measured: 6" F'VC with 2" opening. <br />L) Erosion: t <br />Minimal <br />M) Seepage: <br />None. <br />N) Structurzl Problems: <br />None. <br />U) Dther Problems: <br />None. <br />31 <br />