Laserfiche WebLink
Table 2 -Static Condition Slone Stability Analvsis Results <br /> <br /> <br />Descri tion <br />Calculated Factor <br />Of Safet Required <br />Minimum Factor <br />Of Safet <br />Case 1 1.25 1.25 <br />Case 2 1.29 1.25 <br />Case 3 1.26 1.25 <br />Case 4 1.28 1.25 <br />Case 5 1.28 1.25 <br />Table 3 -Pseudo-Static Condition Slone Stability Analvsis Results <br /> <br /> <br />Descri tion <br />Calculated Factor <br />Of Safe Required <br />Minimum Factor <br />Of Safet <br />Case 1 1.07 1.00 <br />Case 2 1.12 1.00 <br />Case 3 1.09 1.00 <br />Case 4 1.11 1.00 <br />Case 5 1.11 1.00 <br />VII -CONCLUSIONS AND RECOMMENDATIONS <br />Case 1 -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 1.07 is above the SEO minimum <br />requirement of 1.0 for an embankment subject to earthquake loading. The proposed setback of <br />70 feet from the top of the north bank of the discharge channel is satisfactory. <br />Case 2 -The resulting safety factor of 1.29 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 top of the east bank of Little Dry Creek is satisfactory. <br />Case 3 -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 1.09 is above the SEO minimum <br />requirement of 1.0 for an embankment subject to earthquake loading. The proposed setback of <br />60 feet from the KPK oil\gas well and transmission pipeline is satisfactory. <br />Case 4 -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 />60 feet from the transmission line and WCR 25 right-of-way is satisfactory. <br />Case 5 -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 transmission line is satisfactory. <br />NCCI Pit #1 <br />Slope Stability Analysis <br />Page 4 <br />