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TABLE OF CONTENTS (CONT'D) <br /> PAGE <br /> 5.0 WASTE PILE HYDRAULIC STABILITY 27 <br /> 5.1 General 27 <br /> 5.2 Hydrology and Design Flows 28 <br /> 5.2 .1 50 and 100-Year Recurrence Interval Discharges 28 <br /> 5.2.2 Probable Maximum Flood (PMc) 29 <br /> 5 .2.3 Snewmelt Runoff 30 <br /> 5.3 Waste Pile Erosion Analysis 31. <br /> 5.3.1 General 31 <br /> 5.3.2 Existing Configurations 32 <br /> 5.3.3 Reclaimed Configurations 34 <br /> 5.4 Streambed Reclamation 34 <br /> 5.4.1 General 34 <br /> 5.4.2 Check Structures 34 <br /> 5.4.3 Slope Protection 35 <br /> 5.4.4 Construction Materials 36 <br /> 6.0 CONCLUSIONS AND RECOMMENDATIONS 37 <br /> 6.1 Waste Rock Pile Confiquratiors 37 <br /> 6.2 Streambed Reclamation 33 <br /> 6.3 Construction Schedule and Costs 39 <br /> LIST OF REFERENCES <br /> APPENDIX A - GEOTECHNICAL TESTING AND ANALYSIS <br /> APPENDIX B - HYDROLOGIC AND HYDRAULIC DATA <br /> ii <br />