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8.1.4 Surface Runoff Routing............................................................................................... 38 <br />8.2 Documentation of Final Reclamation....................................................................................... 38 <br />9.0 References............................................................................................................................................ 39 <br />List of Tables <br />Table 1 — Modeled Geotechnical Characteristics <br />Table 2 — Borings, Locations, and Colluvium Liquid Limit Results <br />Table 3 — Colluvium Properties <br />Table 4 — Factor of Safety for RPEE Waste Rock Pile <br />Table 5 — Modeled Soil Types (HELP Model) <br />Table 6 — HELP Model Results <br />Table 7 — Modeled Rainfall Events (Surface Water Hydrology) <br />Table 8 — Desktop Evaluation of Federally -Listed Plant Occurrence <br />Table 9 — Desktop Evaluation of State and Federally -Listed Wildlife Occurrence <br />List of Figures <br />Figure 1-1 Site Location <br />Figure 1-2 Site Layout <br />Figure 2-1 MCC RPEE Average Liquid Limit per Borehole <br />Figure 2-2 MCC RPEE Maximum Liquid Limit per Borehole <br />Figure 2-3 Colluvium -Strength Envelopes from Laboratory, Fully Softened (Lower Colluvium) <br />Figure 2-4 Colluvium -Strength Envelopes from Laboratory, Residual (Upper Colluvium) <br />Figure 2-5 Inclinometer I12-04 and FLAC Model Displacements as Function of Depth <br />Figure 2-6 Cumulative Relative Displacement (35-57 ft) as Function of Time <br />Figure 2-7 Refuse Pile Geometry <br />Figure 2-8 Buttress Geometry <br />Figure 2-9 Static (ESSA) Factor of Safety as Function of Refuse Pile Elevation <br />Figure 2-10 Seismic (ESSA) Factor of Safety as Function of Refuse Pile Elevation <br />Figure 2-11 Static Factor of Safety, ESSA, El. = 7,440 ft (Maximum Shear Strain Rate) <br />Figure 2-12 Static Factor of Safety, ESSA, El. = 7,440 ft (Velocity Vectors and Maximum Shear <br />Strain Rate) <br />Figure 2-13 Seismic Factor of Safety, ESSA, El. = 7,440 ft, Hor. Acc. = 0.0698g (Maximum Shear <br />Strain Rate) <br />111 <br />PAMpls\06 CO\26\06261003 MCC Refuse Pile Site Review & Permit\WorkFiles\Permit Application\2014 Revision\Exhibit 82 2014-05-29.docx <br />