Laserfiche WebLink
CONCLUSIONS AND RECOMMENDATIONS <br /> Case North - The resulting safety factor of 1.41 exceeds the SEO minimum <br /> requirement of 1.30 for an embankment during construction. The resulting safety factor <br /> of 1.06 is above the SEO minimum requirement of 1.0 for an embankment subject to <br /> earthquake loading. Using a normal water surface elevation in the reservoir provides <br /> greater safety factors, 3.57 under static loading and 1.99 under earthquake loads. The <br /> proposed setback of 50 feet from the north property line is satisfactory. <br /> Case South - The resulting safety factor of 1.71 exceeds the SEO minimum <br /> requirement of 1.30 for an embankment during construction. The resulting safety factor <br /> of 1.23 is above the SEO minimum requirement of 1.0 for an embankment subject to <br /> earthquake loading. Using a normal water surface elevation in the reservoir provides <br /> greater safety factors, 5.93 under static loading and 2.61 under earthquake loads. The <br /> proposed setback of 50 feet from the south property line is satisfactory. <br /> Case East - The resulting safety factor of 1.42 exceeds the SEO minimum requirement <br /> of 1.30 for an embankment during construction. The resulting safety factor of 1.06 is <br /> above the SEO minimum requirement of 1.0 for an embankment subject to earthquake <br /> loading. Using a normal water surface elevation in the reservoir provides greater safety <br /> factors, 3.60 under static loading and 2.00 under earthquake loads. The proposed <br /> setback of 50 feet from the existing ROW is satisfactory. <br /> Case West - The resulting safety factor of 1.50 exceeds the SEO minimum requirement <br /> of 1.30 for an embankment during construction. The resulting safety factor of 1.11 is <br /> above the SEO minimum requirement of 1.0 for an embankment subject to earthquake <br /> loading. Using a normal water surface elevation in the reservoir provides greater safety <br /> factors, 4.17 under static loading and 2.19 under earthquake loads. The proposed <br /> setback of 50 feet from the west property line is satisfactory. <br /> • Loloff Construction,Inc.-Loloff Pit <br /> J&T Consulting, Inc. Slope Stability Analysis <br />