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<br /> <br />the area was graded very rough due to recent waste disposal. Large <br />rocks were at the outlet, possibly for energy dissipation, but extension of <br />the drain al least 5' beyond the pile's toe wasn_'t evident. Trees and <br />s rubs were dense at the drain's outlet. Coal refe>Q..on top Was not <br />c„~raded to drainpositively, and a ~. I t of water onded on the <br />surface~t~fill at t7iisTcation. <br />F. East Collection Ditch: <br />1. @ pt. near MM-MM cross section and east underdrain: <br />`top width = 6'; bottom width = 1'; depth = 1'; well vegetated <br />2. @ pt. near cross section II-II: <br />`top width ~ 14'; bottom width c 5.5'; depth = 2.5' <br />G. First (lower) Bench (well vegetated, with no standing water): <br />1. @ pt. near the NE corner of the pile: <br />bench width = 21.5'; bench inslope =average 8% <br />'grade to east collection ditch = 2% <br />`slope steepness between 1st and 2nd benches, = 26° <br />2. @ pt. about 100 yards west of the east collection ditch: <br />`bench width = 21'; bench inslope = 8% <br />`slope steepness between 1st and 2nd benches, = 23° <br />3. @ pt. 150 yards west of the east collection ditch: <br />'bench width =21'; bench inslope = 8% <br />`slope steepness between 1st and 2nd benches = 24.5° <br />4. @ pt. near the east/southeast corner of WRWDA: <br />'very short section of outslope appeared over-steepened in excess of <br />55% <br />NOTE: We observed one finger drain a short distance northwest of this <br />point during the field review. It was dry and well vegetated. <br />5. @ pt. near the southern end of the WRWDA: <br />'bench width =19' 8"; bench inslope = 5% to 6% <br />`slope steepness between 1st and 2nd benches = 24° <br />6. @ second pt. on southern end of WRWDA near pt. #5 above: <br />`bench width =17' 8"; bench inslope = 4% <br />`slope steepness between 1st and 2nd benches = 24° <br />'slope length between 1st and 2nd benches = 109' (lift height = 44.4') <br />`slope steepness between pile's toe and 1st bench = 24.5° <br />9 <br />