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<br />TABLE OF CONTENTS (CONT'D) <br />• <br /> PAGE <br />5.0 WASTE PILE HYDRAULIC STABILI7Y 27 <br />5.1 feneral 27 <br />5.2 Hydrology and Design Flows 28 <br />5.2.1 50 and 100-Year Recurrence Interval Discharges 26 <br />5.2.2 Probable Maximum Flood (PMF) 29 <br />5.2..3 Snowmelt 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 St <br />5.4.1 <br />5.4.2 <br />• 5.4.3 <br />5.4.4 <br />reambed Reclamation 34 <br />General 34 <br />Check Structures 34 <br />Slope Protection 35 <br />Construction Materials 36 <br />6.0 CONCLUSIOPIS AND RECOMMENDATIONS 37 <br />5.1 Waste Rock Pile Configurations 37 <br />6.2 St reambed Reclamation 38 <br />6.3 Construction Schedule and Costs 39 <br />LIST OE REFERENCES <br />APPENDIX A - GEOTECHN[CAL TESTING AND ANALYSIS <br />APPENDIX B - HYDROLOGIC AND HYDRAULIC DATA <br />l J <br />ii <br />