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June 2014 1402712 001 TM01 RevO <br /> Table 3 <br /> Stability Analysis Results for the Interim Operational OSF Configuration <br /> Minimum Minimum <br /> Factor of Safety- Factor of Safety- <br /> Lower Bound Best Approximation <br /> Section Seismicity Overburden Strength Overburden <br /> C-C static 1.47 1.48 <br /> C-Cpseudo-static 1.05 1.06 <br /> D-D static 1.46 1.69 <br /> D-D pseudo-static 1.33 1.36 <br /> Note: Minimum factors of safety are for significant failures that span at least an entire operational lift. Single lift"veneer"failures were <br /> excluded. It was assumed and Golder recommends that 50 ft of material derived from igneous or metamorphic sources is placed at the <br /> ultimate face of the dump. Minimum factors of safety for single lift veneer failures are greater than 1.4. <br /> SO- Golder <br /> I:\14\1402712\0100\0122\001 TM01 RevO\1402712 001 TM01 RevO ClimaxMoly TBL 3.xIsATable 3 Associates <br />