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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 and Distance to <br /> Safety(static) (seismic) Failure Slope <br /> Final Reclamation 3.00 2.57 Property Fence,25-ft <br /> (3H:1V) <br /> 3. Conclusion <br /> The Final Reclamation slope has a minimum factor of safety (FoS = 3.00) 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: 2.57 > 1.3. <br /> The slope stability analysis in this permit has been prepared according to appropriate <br /> engineering standards and practices. <br /> _gyp 00. ... LICEIIl14r <br /> ' .®4/28/25?. <br /> h ` ioNAL � <br /> 47 <br /> Ben Langenfeld, P.E. <br /> P.E.# 0047151 <br /> Pit Number One GS-4 ® Lewicki& Associates <br /> April 2025 <br />