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F) Slope of Dam: <br />Design: 2.U H 1.U V max. <br />Measured: 2.U H 1.U V. <br />G) Compaction of Embankment: <br />Design: Not Specified. <br />Measured: The dam was reworked and extended with a D-9 <br />dozer. The good clay fill ensured good compaction by <br />building the embankment in 1Ci inch lifts. <br />H) Width of Top of Uam: <br />Design: Not specified. <br />Measured: 9.0-13.U feet wide. <br />I) Sediment Volume: <br />Design: C~.B= ac-f t. <br />Measured: 1.U5 ac -f t. <br />J ) kunof f Val ume: <br />Design: 1.20 ac-f t. <br />Measured: 1.25 ac-f t. <br />K) Dewatering Pipe Details: <br />Design: 4" PVC with 2" opening. <br />Measured: 6" F'VC with 2" opening. <br />L) Erosion: <br />None. <br />M) Seepage: <br />None. <br />N) Structural Problems: <br />None. <br />^) Other F'rablems: <br />None: <br />~U <br />