Laserfiche WebLink
CONCLUSIONS AND RECOMMENDATIONS (Continued) <br /> Reclaimed Conditions: <br /> Case SS-5 —At a setback of 45 feet, the lowest resulting static condition safety factor of <br /> 2.28 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a <br /> critical structure. The lowest resulting pseudo-static condition safety factor of 1.62 <br /> exceeds the MLRB minimum requirement of 1.30 for an embankment adjacent to a critical <br /> structure subject to earthquake loading. The proposed setback of 45 feet from the gas <br /> line is satisfactory. <br /> IHC Scott,Inc.—Bernhardt Sand and Gravel Pit <br /> '7 Slope <br /> J&T Consulting, Inc. pe StabilityAPage/6 <br /> 5 <br />