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SLOPE STABILITY <br />INTERIM INSPECTION REPORT <br />AREA Wadge Highwall drainage fill DATE 12/08/92 <br />TIME 10 a.m. by Dennis Jones wEATFiER partly cloudy, 20° F <br />1. Debris, organic matter, coal, etc., present in fill <br />2. General gradation and characteristics of m aterial No apparent change from <br />09/22/92 inspection <br />3. Presence of water, surface and ground Snow Cover (aDDrox. 1 ft.) Dreyents <br />observation. (Approx. 1 qpR normally present in lower portion of channel <br />at this time of near due to spoil spring discharge). <br />4. Condition of underdrain (approx. current width, depth, and length), material <br />gradation and characteristic, compaction, presence. of water N/A <br />5. General material movement Approximately 1 ft. of snow on ground; <br />unable to observe ground conditions. <br />6. Proximity and treatment of seep points N/A <br />7. Condition of slope fill surface (grading, cracks or sloughing, erosion, <br />revegetation) Approximately 1 ft. of snow on ground; unable to observe <br />around conditions. <br />8. Recommendation Continued observation as the fill is placed and the <br />West Wadge pit area is graded and reclaimed. Differential settlement <br />and erosion should be monitored and repaired as necessary. <br />9. Accountability <br />I certify the receding observations and comments to be true and accurate to <br />the best ledge. <br />DEC 2 8 1992 <br />Date <br />Co <br />