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FIGURES <br /> <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 - CIRCULAA 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 />APPENDIX A - GEOTECHNICAL INVESTIGATION <br />APPENDIX 8 -HYDROLOGY/SEDIMENTOIOGY OUTPUT <br />APPENDIX C -CALCULATION WORKSHEETS <br />APPENDIX D -SLOPE STABILITY OUTPUT <br />APPENDIX E -DESIGN DRAWINGS <br />• , <br />~' <br />96266/1424.RPT Cod Mires WrAtra Brank DHi9n fa tM Sranbarn CrNk Mkw <br />OctoGr 799! WE9TEC, Ine. ii <br />