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:~ <br />TABLE OF CONTENTS <br />Page <br />SUMMARY 1 <br />GENERAL SITE CONDITIONS 2 <br />FIELD INVESTIGATION 3 <br />L.".BORATORY TESTING PROGRAM. 4 <br />SLOPE MODEL 5 <br />SLOPE STABILITY ANALYSIS, 7 <br />PILE S'PORAGE QUANTITY OPTIMIZATION. 10 <br />CONCLUSIONS AND RECOMb1ENDATIONS 11 <br />~,PPENDIX <br />Site Location Map Al <br />Laboratory Test Results Sheet A2 <br />Figure 1 - Multiple Stage Triaxial Test Results for <br />Coal Mine Waste. A3 <br />Normalized Deviator Stress. A4 <br />Normalized U-Excess A5 <br />A-Factor. A6 <br />Proposed Pile Cross-Section, 3.3:1 Face Slopes, Downhill <br />and Uphill Sides. A7 <br />2.8:1 Side Slopes, Crest Elevation 4980, Downhill and <br />Uphill Sides. A8 <br />2.8:1 Side Slopes, Crest Elevation 4995, Downhill and <br />Uphi 11 Sides . A9 <br />2.3:1 Side Slopes, Crest Elevation 4980, Uphill Side. A10 <br />2.3:1 Side Slopes, Crest Elevation 4995, Downhill and <br />Uphill Sides. <br />• <br />~ All <br />2.3:1 Side Slopes, Crest Elevation Downhill and <br />5010, <br />Uphill Sides. A12 <br />2.3:1 Slopes, Crest Elevation 5025, Downhill and Uphill <br />Slopes. A13 <br />2:1 Side Slopes, Crest Elevation 49 80, Downhill and Uphill <br />Sides A14 <br />2:1 Side Slopes, Crest Elevation 5010, Downhill and Uphill <br />Sides A15 <br />DOwnhill and Uphill <br />Crest <br />Elevation. <br />Slopes, <br />5040, <br />2:1 Side <br />• <br />. <br />. <br />. <br />Sides . A16 <br />Plate No. 1 See Map Pocket <br />Plate No. 2 See Map Pocket <br /> <br />