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List of Tables <br />Table 1 Parameters Used in Seepage Analysis 4 <br />Table 2 Parameters Used in Slope Stability Analysis 5 <br />Table 3 Fully Softened Shear Strength Envelope for Carbonaceous Shale 5 <br />Table 4 Stability Analysis Results 10 <br />Appendix A <br />Appendix B <br />Appendix C <br />List of Figures <br />Figure 1 — Site Map <br />Figure 2 — Slide Area Delineation <br />Figure 3 — Excavated Bedrock Locations <br />Figure 4 — Slide Area Plan <br />Figure 5 — Typical Repair Sections <br />Figure 6 — Record Topographic Map <br />Figure 7 — As -built Phase, Seepage Analysis <br />Figure 8 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Static (with Suction) <br />Figure 9 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Static (no suction) <br />Figure 10 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Seismic (with suction) <br />Figure 11 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Seismic (no suction) <br />Figure 12 — As -built Phase, USSA, Static <br />Figure 13 — As -built Phase, USSA, Seismic <br />Figure 14 — Haul Road Landslide Monitoring Plan - Mirrors <br />Figure 15 — Haul Road Landslide Monitoring Plan — Piezometers & Inclinometers <br />Figure 16 — Refuse Pile Monitoring Plan <br />List of Appendices <br />Construction Test Results <br />Hydrology Model Inputs and Output <br />Permit Drawings — Drainage Design Revisions <br />P: \Mpls \06 C0 \26 \06261003 Haul Road Slide Repair \WorkFiles \Report \MCC_Slump_Repair - Instrumentation -Drain Rev 2012- 12- 12.docx <br />111 <br />