2014-08-19_PERMIT FILE - C1980007 ‎(2)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 8/19/2014
• Doc Name: Site Location
• Section_Exhibit Name: Exhibit 82 Figures
• Media Type: D
• Archive: No

Figure 1-1
Site Location
Figure 1-2
Site Layout
Figure 2-1
MCC RPEE Average Liquid Limit per Borehole
Figure 2-2
MCC RPEE Maximum Liquid Limit per Borehole
Figure 2-3 Colluvium -Strength Envelopes from Laboratory, Fully Softened (Lower
Colluvium)
Figure 2-4 Colluvium -Strength Envelopes from Laboratory, Residual (Upper Colluvium)
Figure 2-5 Inclinometer 112-04 and FLAC Model Displacements as Function of Depth
Figure 2-6 Cumulative Relative Displacement (35-57 ft) as Function of Time
Figure 2-7 Refuse Pile Geometry
Figure 2-8 Buttress Geometry
Figure 2-9 Static (ESSA) Factor of Safety as Function of Refuse Pile Elevation
Figure 2-10 Seismic (ESSA) Factor of Safety as Function of Refuse Pile Elevation
Figure 2-11 Static Factor of Safety, ESSA, EI. = 7,440 ft (Maximum Shear Strain Rate)
Figure 2-12 Static Factor of Safety, ESSA, EI. = 7,440 ft (Velocity Vectors and Maximum
Shear Strain Rate)
Figure 2-13 Seismic Factor of Safety, ESSA, EI. = 7,440 ft, Hor. Acc. = 0.0698g (Maximum
Shear Strain Rate)
Figure 2-14 Seismic Factor of Safety, ESSA, El. = 7,440 ft, Hor. Acc. = 0.0698g (Velocity
Vectors and Maximum Shear Strain Rate)
Figure 2-15 Static Factor of Safety, ESSA, EL. = 7,440 ft for RPEE Permit Envelope Slope
(0.5° Steeper than Design Profile)
Figure 2-16 Underground Mine Workings
Figure 4-1 Haul Road Cut Slope Evaluation Chart
Figure 4-2 Haul Road Embankment Slope Evaluation Chart