Laserfiche WebLink
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 3.06 2.49 Power soles <br /> 2. Conclusion <br /> The Final Reclamation slope has a minimum factor of safety (FoS = 3.06) of greater than 1.5 for <br /> static conditions. This Factor of Safety is greater than the CDRMS minimum for critical structure <br /> of 1.5. The seismic condition analysis is similarly above the CDRMS minimums for critical <br /> structures: 2.49 > 1.3 <br /> The slope stability analysis in this permit has been prepared according to appropriate <br /> engineering standards and practices. <br /> �0 L/C 1'l4 <br /> • <br /> ,�':�1/20/2 ° <br /> ... <br /> �= <br /> Ben Langenfeld, P.E. <br /> P.E.#0047151 <br /> Wertz Pit GS-3 il Lewicki&Associates <br /> November 2024 <br />