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List of Tables <br />Table 1 Parameters Used in Seepage Analysis 5 <br />Table 2 Parameters Used in Slope Stability Analysis 5 <br />Table 3 Stability Analysis Results 7 <br />Table 4 Fully Softened Shear Strength Envelope for Carbonaceous Shale 10 <br />Table 5 Stability Analysis Results 10 <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 — Design Phase, Seepage Analysis <br />Figure 7 — Design Phase, ESSA, Colluvium Fully Softened Shear Strength, Static (with Suction) <br />Figure 8 — Design Phase, ESSA, Colluvium Fully Softened Shear Strength, Static (no suction) <br />Figure 9 — Design Phase, ESSA, Colluvium Fully Softened Shear Strength, Seismic (with suction) <br />Figure 10 — Design Phase, ESSA, Colluvium Fully Softened Shear Strength, Seismic (no suction) <br />Figure 11 — Design Phase, USSA, Static <br />Figure 12 — Design Phase, USSA, Seismic <br />Figure 13 — Record Topographic Map <br />Figure 14 — As -built Phase, Seepage Analysis <br />Figure 15 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Static (with Suction) <br />Figure 16 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Static (no suction) <br />Figure 17 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Seismic (with suction) <br />Figure 18 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Seismic (no suction) <br />Figure 19 — As -built Phase, USSA, Static <br />Figure 20 — As -built Phase, USSA, Seismic <br />Figure 21 — Haul Road Landslide Monitoring Plan - Mirrors <br />Figure 22 — Haul Road Landslide Monitoring Plan — Piezometers & Inclinometers <br />Figure 23 — Refuse Pile Monitoring Plan <br />P Mpls 06 CO 26 06261003 Haul Road Slide Repair WorkFiles Report MCC_ Slump_ Repair - Instrumentation- DrainRev 2012 -05 -25 docx <br />111 <br />