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• Results of the stability analysis indicate adequate stability of the embankment slopes under <br />fully developed seepage conditions. Under static conditions, the factor of safety was 1.55, <br />above the minircwm 1.5 required by Rule 4.05.6(111(j-, considering the probability of damage <br />to the adjacent Highway. Under pseudostatic conditions, to model the seismic stability of the <br />embankment, tYie analysis proved the embankment to be stable with a 1,26 factor of safety <br />(above the requirement of 1.21. <br />• <br />• <br />96266/1424.RPT Coel Mine Weste Benk Final Design for the Bowie No. 2 Mine <br />June 1896 WESTEC 23 <br />ADCpVACT-01 <br />