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TAB 13 <br /> LIST OF FIGURES • <br />Figure No. Pape <br />13-1 Typical Road Embankment 13 <br />13-2 Typical Road Cut 14 <br />13-3 Typical In-Wash Culvert 19 <br />13-4 Typical Cross-Drain Culvert 20 <br />13-5 Typical Access Road Section 24 <br />13-6 Typical Light Use Road Section 30 <br /> LIST OF ATTACHMENTS <br />Attachment No, <br />13-1 General Hydrology Design Methods <br />13-2 Diversions <br />13-3 Design Report Sediment Structure Pond 010 <br />13-3A As-Built Report Sediment Structure Pond 010 <br />13-4 Design Report Sediment Structure Pond 011 <br />13-4A As-Built Report Sediment Structure Pond 011 <br />13-5 Geotechnical Investigation Haul Roads Y-A and Y-B, and Pond 070 <br />13-6 Geological Report for Haul Roads A and B <br />13-6A Ground Stability Investigation, Yoast Mine and Vicinity <br />13-7 Haul Road Ditch Designs <br />13-8 Culvert Calcutatlons <br />13-9 Light-Use Roads -Generic Culvert Calculations • <br />13-10 650 Dragline Deadhead Route <br />13-11 Haul Road Construction Summaries <br />13-12 Drainage and Sediment Control Plan <br />13-12A As-Built Report Sediment Structure Pond 012 <br />13-128 Pond 012 Landslide Repair Plan and Subsequent Slope Stability Analysis <br />13-13 Sedimentation Pond 012 Stability Analysis <br />13-14 Haul Road B Extension Instability Investigation <br />13-15 Sedimentation Pond 013 & 014 Stability Analysis <br />13-16 Haul Road D Stability Analysis <br />13-17 As-Built Report Sedimentation Structure Pond 014 <br />13-18 Sedimentation Pond 011A Stability Analysis <br />13-19 As-Built Report Sedimentation Structure Pond 011A <br />13-20 As-Built Report Sedimentation Structure Pond 013 <br />LIST OF EXHIBITS <br />Exhibit No. <br />13-1 Facilities Map <br />13-2 Surface Water Control Plan 11 of 2 and 2 of 21 <br />13-3 Surface Water Control Plan 11000 Ft. Scale) <br />13-4 Proposed Pond 010 <br />13-4A As-Built Pond 010 <br />13-5 Proposed Pond 011 • <br />13-5A As-Built Pond 011 <br />13-5B Pond 011A <br />13-5C Pond 011A AsBuilt <br />TR-27 ii Revised 10/04 <br />