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Table 3 - PseudoStatic Condition Slope Stability Analysis Results <br /> <br /> <br />Descri lion <br />Calculated Factor <br />Of Safe Required <br />Minimum Factor <br />Of Safe <br />Case A 1.12 1.00 <br />Case B 1.11 1.00 <br />Case C 1.11 1.00 <br />Case D 1.06 1.00 <br />Case E 1.10 1.00 <br />Case F 1.12 1.00 <br />Case G 1.10 1.00 <br />Case H 1.09 1.00 <br />VII -CONCLUSIONS AND RECOMMENDATIONS <br />Case A -The resulting safety factor of 1.28 meets the SEO minimum requirement of 1.25 for an <br />embankment during construction. The resulting safety factor of 1.12 is above the SEO minimum <br />requirement of 1.0 for an embankment subject to earthquake loading. The proposed setback of <br />55 feet from the proposed irrigation pipeline, 75 feet from the WCR 25 right-of--way, and 105 feet <br />from the property line is satisfactory. <br />Case B -The resulting safety factor of 1.27 meets the SEO minimum requirement of 1.25 for an <br />embankment during construction. The resulting safety factor of i.11 is above the SEO minimum <br />requirement of 1.0 for an embankment subject to earthquake loading. The proposed setback of <br />55 feet from the proposed irrigation pipeline and 120 feet from the property line is satisfactory. <br />Case C -The resulting safety factor of 1.28 meets the SEO minimum requirement of 1.25 for an <br />embankment during construction. The resulting safety factor of 1.11 is above the SEO minimum <br />requirement of 1.0 for an embankment subject to earthquake loading. The proposed setback of <br />55 feet from the proposed gas pipeline and 100 feet from the property line is satisfactory. <br />Case D -The resulting safety factor of 1.25 meets the SEO minimum requirement of 1.25 for an <br />embankment during construction. The resulting safety factor of 1.06 is above the SEO minimum <br />requirement of 1.0 for an embankment subject to earthquake loading. The proposed setback of <br />55 feet from the transmission line is satisfactory. <br />Case E -The resulting safety factor of 1.26 meets the SEO minimum requirement of 1.25 for an <br />embankment during construction. The resulting safety factor of 1.10 is above the SEO minimum <br />requirement of 1.0 for an embankment subject to earthquake loading. The proposed setback of <br />55 feet from the west bank of the ditch and 85 feet from the property line is satisfactory. <br />Case F -The resulting safety factor of 1.30 meets the SEO minimum requirement of 1.25 for an <br />embankment during construction. The resulting safety factor of 1.12 is above the SEO minimum <br />requirement of 1.0 for an embankment subject to earthquake loading. The proposed setback of <br />55 feet from the existing gas pipeline is satisfactory. <br />Rankin Property Gravel Pit Expansion Project <br />Slope SlabilityAnalysis <br />Page 5 <br />