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TABLE OF CONTENTS <br />6.7 Culvert Design for Haul Road Crossing at Sylvester Gulch ................................................................ 15 <br />6.8 Impacts to Wetland ..............................................................................................................................IS <br />~ 7.0 ROADS .......................................................................................................................................................... 15 <br />7.1 Haul Roads ........................................................................................................................................... 15 <br />8.0 MONITORING ....................................................................................:.........................................................16 <br />8.1 Quality Control ..................................................................................................................................... 16 <br />8.2 Groundwater, Leachate, and Water Quality Monitoring ..................................................................... 16 <br />8.3 Slope Stability ...................................................................................................................................... 16 <br />8.4 Compaction Testing ............................................................................................................................. 16 <br />9.0 RECLAMATiON ...................................................................................................... .....................................16 <br />9. I 1 ntroduction ...................................................................................................... ...................................16 <br />9.2 Topsoil/Subsoil Removal, Storage and Redistribution .................................... ....................................17 <br />9.3 Revegetation .................................................................................................... ....................................17 <br />9.4 Hydrologic Reclamation Plan .......................................................................... ...................................17 <br />9.5 Erosion Control ................................................................................................ ...................................17 <br />9.6 Miscellaneous Reclamation ............................................................................. ...................................18 <br />9.7 Estimate of the Cost of Reclamation ............................................................... ...................................18 <br />TABLES <br />1 Refuse Pile Expansion Materials Balance Estimated Quantities <br />2 Predicted Refuse Production <br />.3 3 Refuse Pile Expansion Life <br />4 RPE Leachate Production <br />5 Summary of Strength Parameter Data for RPE Slope Stability Analysis <br />6 Summary of Stability Analysis Results <br />7 Soil Strengths Regional Slope Stability Model <br />8 Highway 133 and Regional Slope Stability Analysis Results <br />9 Parameters Used For Estimating Runoff - SCS CN Method <br />10 RPE Runoff Estimate Results <br />1 I Summary of Estimated Total Runoff For Each Phase <br />12 Sediment Yields For RPE Phases <br />13 2H:1 V Side-Slope V-Notch Sediment Ditch Design Parameters <br />14 2H:1 V Side-Slope V-Notch Clear Water Diversion DitchBerm Design Parameters <br />] 5 Sediment Pond Capacity <br />APPENDICES <br />Intentionally left blank ..............................................................................................................................Appendix A <br />Phase Maps <br />Existing Topography <br />Existing Topography and Cross Section Locations -Figure B-1 .........................................Appendix B <br />Existing Cross Section -Figure B-2 ......................................................................................Appendix B <br />Harding Lawson Associates ii <br />