2014-08-19_PERMIT FILE - C1980007 ‎(10)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 8/19/2014
• Doc Name: Haul Road Geotechnical Design Method
• Section_Exhibit Name: Exhibit 82 Appendix H
• Media Type: D
• Archive: No

List of Tables
Table 1 Parameters Used in Seepage Analysis..............................................................................4
Table 2 Parameters Used in Slope Stability Analysis....................................................................5
Table 3 Fully Softened Shear Strength Envelope for Carbonaceous Shale....................................5
Table4 Stability Analysis Results..............................................................................................10
List of Figures
Figure 1 — Site Map
Figure 2 — Slide Area Delineation
Figure 3 — Excavated Bedrock Locations
Figure 4 — Slide Area Plan
Figure 5 — Typical Repair Sections
Figure 6 — Record Topographic Map
Figure 7 — As -built Phase, Seepage Analysis
Figure 8 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Static (with Suction)
Figure 9 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Static (no suction)
Figure 10 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Seismic (with suction)
Figure 11 — As -built Phase, ESSA, Colluvium Fully Softened Shear Strength, Seismic (no suction)
Figure 12 — As -built Phase, USSA, Static
Figure 13 — As -built Phase, USSA, Seismic
Figure 14 — Haul Road Landslide Monitoring Plan - Mirrors
Figure 15 — Haul Road Landslide Monitoring Plan — Piezometers & Inclinometers
Figure 16 — Refuse Pile Monitoring Plan
List of Appendices
Appendix A Construction Test Results
Appendix B Hydrology Model Inputs and Output
Appendix C Permit Drawings — Drainage Design Revisions
P:\Mpls\06 CO\26\06261003 Haul Road Slide Repair\WorkFiles\Report\MCC_Slump_Repair-Instrumentation-Dram Rev 2012-12-12.docx iii