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G) Compaction o+ Embankment: <br />llesign: Not Specified. <br />Measured: keworl:ing the embankment with the D-4 dozer in <br />~ good clay fill assured adequate compaction, <br />appror.~mately 10U-110 lbs/cu, ft. <br />H) Width of Top of Dam: <br />Design: Not specified. <br />Measured: lU.U feet minimum. <br />I) Sediment Volume; <br />Design: 1.42 ac-f t. <br />Measured: 1.6U ac-f t. <br />J) kuno+f Volume: <br />Design: 1.95 ac -f t. <br />Measured: 2.1U ac-f t. <br />k:) Dewatering Fipe Details: <br />Uesign: 4" PVC with 2" opening. <br />Measured: b" PVC with 2" opening. <br />L) Erosion: <br />None. <br />M) Seepage: <br />None. <br />N) Structural Problems: <br />None. <br />O) Other Problems: <br />None: <br />14 <br />