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above. <br />8) F~nbankment Compaction See report mentioned above. <br />9) Pond dimensions and <br />below dewatering pipe. <br />Visual inspection showed <br />or road embankment. No <br />seepage was encountered. <br />slopes which has eliminated <br />capacity Design: 4.48 ac-ft. <br />Measured: as specified. <br />~o stability problems with the dam <br />cracking, bulging, sliding or <br />Vegetation had taken hold on all <br />erosion problems. <br />The only problem encountered during the inspection was the <br />clogging of the outlet of the dewatering pipe. The entire <br />area around the pipe outlet had silted in and required minor <br />digging to open up. A backhoe was brought in the same day <br />to excavate an area below the dewatering pipe to prevent <br />future clogging. <br />I certify that the sediment pond at Northern Coal Company's <br />refuse facility has been constructed according to the plans <br />previously mentioned. Prudent state-of-the-art engineering <br />has been employed. The dam and road embankments are sound, <br />with no current environmental threats or constructifln <br />problems. <br />~~ ;?-'ccvK ~C <br />i <br />)p REG~S~ Date: YII ~~y <br />R F~ ~ . <br />~Y C. (~~.~ 9 ~ <br />~t't+:p <br />20336 <br />