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Table GS-2. Factors of Safety for Slope Stability <br /> Slope Condition Lowest Factor of Lowest Factor of Safety Nearest Structure <br /> Safety(static) (seismic) <br /> Final Reclamation 3.02 2.57 Power poles <br /> 2. Conclusion <br /> The Final Reclamation slope has a minimum factor of safety of greater than 1.5 for static <br /> conditions. This Factor of Safety is greater than the CDRMS minimum for critical structure of <br /> 1.5. The seismic condition analysis is similarly above the CDRMS minimums for critical <br /> structures of 1.3. <br /> The slope stability analysis in this permit has been prepared according to appropriate <br /> engineering standards and practices. <br /> (/r 1• <br /> i <br /> i •6b1/10/2 . <br /> 'I ..... <br /> 1ii;uMNA1. = <br /> Ben Langenfeld, P.E. <br /> P.E.#0047151 <br /> Caldwell Nesselhuf Pit GS-3 El Lewicki&Associates <br /> January 2025 <br />