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static safety factor of 1.5. To meet this requirement, a static earthquake <br />loading of 0.05 g has been applied during the stability analysis. <br />The results of the stability calculations are presented in the following <br />subsection. <br />5.4 Slope Stability Analysis Computed Results <br />Figure 5.0 presents the slope stability analytical results. The lowest <br />FOS computed was 1.301 under a loaded scenario using the URP final buildout <br />height and applying a seismic load of 0.05 g. Table 3 summarizes the results <br />of the investigation. <br />11 <br />