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<br />FIGURES <br />FIGURE 2.1 - GEOTECHNICAL INVESTIGATION <br />FIGURE 4.1 -HYDROLOGIC ANALYSES <br />FIGURE 4.2 -SEDIMENT POND HEIGHT-VOLUME CURVE <br />FIGURE 4.3 -WASTE BANK STATIC STABILITY RESULTS -CIRCULAR CASE <br />FIGURE 4.4 -WASTE BANK PSEUDOSTATIC STABILITY RESULTS -CIRCULAR CASE <br />FIGURE 4.5 -WASTE BANK STATIC STABILITY RESULTS -PLANAR CASE <br />FIGURE 4.6 -WASTE BANK PSEUDOSTATIC STABILITY RESULTS -PLANAR CASE <br />APPENDICES <br />• <br /> <br />APPENDIX A - GEOTECHNICAL INVESTIGATION <br />APPENDIX B -HYDROLOGY/SEDIMENTOLOGY OUTPUT <br />APPENDIX C -CALCULATION WORKSHEETS <br />APPENDIX D -SLOPE STABILITY OUTPUT <br />APPENDIX E -DESIGN DRAWINGS <br />96266/1424.RPT Coal Mine Weete Bank Deaipn for the Sanborn Creek Mine <br />October 1996 WESTEC, Ine. <br />