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Table 2 <br />SUMMARY OF SLOPE STABILITY ANALYSIS RESULTS <br />Estimated <br />Static Yield Estimated <br />Factor Acceleration Permanent <br />Surface of Safety Ky Ky/Kp1,2 Displacement <br />13 <br />3.9 <br />0.238 <br />2.3 <br />Negligible <br />24 <br />6.3 <br />0.408 <br />4.0 <br />Negligible <br />34 <br />2.9 <br />0.458 <br />4.5 <br />Negligible <br />43 <br />1.6 <br />0.15g <br />1.5 <br />Negligible <br />54 <br />2.1 <br />0.278 <br />2.7 <br />Negligible <br />1. Kp = 0.10 g ; M = 5.7 event on Bear Mountain fault <br />2. Magnitude of movement based on permanent deformation interpreted from <br />Figure 5 <br />3. Short-term shear strength used for static and seismic conditions. <br />1w <br />4. Long-term shear strength used for static and seismic conditions. <br />*g = acceleration of gravity, 32.2 feet per second squared <br />E <br />PJ9 9390217.00W 13 Rev. 0 May 23, 1989 <br />