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E) Riprap Requirements: <br />Design: Placement of i1~-12 inches of riprap in spillway <br />channel and downstream side. <br />Measured: As designed. <br />F) Slope o+ Dam: <br />Design: 2.U H I.U V ma>:. <br />Measured: 2.2 H 1.C~ V mar.. <br />G) Compaction of Embankment: <br />Design: Adequate compacted fill throughout the <br />embankment. <br />Measured: Reworking of the dam and buildup in 1U inch <br />lifts with good clay material resulted in excellent <br />compaction. <br />H) Width of Top of Dam: <br />Design: 1U.U feet. <br />Measured: IU.U feet. <br />I) Sediment Volume: <br />Design: U.3ci ac-f t. <br />Measured: U.SU ac-f t. <br />J) kunoff Volume: <br />Design: 2.87 ac-f t. <br />Measured: 2.4U ac-f t. <br />r:) Dewatering Pipe Details: <br />Uesig m 3. 5" diameter PVC <br />Measured: 4. O" RVC with 3.5 inch opening. <br />LI Erosion: <br />None <br />M) Seepage: <br />None. <br />N) Structural Problems: <br />None. <br />23 <br />