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Figure 2-14 Seismic Factor of Safety, ESSA, El. = 7,440 ft, Hor. Acc. = O.O698g (Velocity Vectors <br />and Maximum Shear Strain Rate) <br />Figure 2-15 Static Factor of Safety, ESSA, EL. = 7,440 ft for RPEE Permit Envelope Slope (0.5° <br />Steeper than Design Profile) <br />Figure 2-16 Underground Mine Workings <br />Figure 4-1 Haul Road Cut Slope Evaluation Chart <br />Figure 4-2 Haul Road Embankment Slope Evaluation Chart <br />iv <br />PAMpls\06 CO\26\06261003 MCC Refuse Pile Site Review & Permit\WorkFIIes\Permit Application\2014 Revision\Exhibtt 82 2014-05-29.docx <br />