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G) Compaction of Embankment: <br />' Design: Not Specified. <br />Measured: Dam was reworked to proper dimensions and <br />elevations. Compaction of the clay fill material was <br />more than adequate and most likely exceeded 100 <br />lbs/cu. ft. <br />H) Width of Top of Dam: <br />i <br />Design: Not specified. <br />Measured: Minimum of 10.0 ft., in some places 16.0 ft. <br />I) Sediment Volume: <br />Design: 1.63 ac-f t. <br />Measured: 1.98 ac -f t. <br />J) kunoff Volume: <br />Design; 2.13 ac -f t. <br />~ Measured: 2.40 ac -f t. <br />k:) Dewatering Pipe Details: <br />Design: 4" PVC with 2" opening. <br />Measured: b" PVC with 2" opening. <br />L) Erosion: <br />Minimal <br />M> Seepage: <br />None. <br />N) Structural Problems: <br />None. <br />D) Other Problems: <br />None: <br />J <br />