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As seen in the plan view of the slope stability cross sections, Section Cres-1 is the most <br /> appropriate to determine stability for offsite structures to the south. As is seen from the Section <br /> below, the worst case factor of safety is 1.91, which easily meets the requirements for long term <br /> stability. <br /> J (7 <br /> J <br /> Q _j w <br /> � C20 <br /> T � W > <br /> Up -C <br /> Q Y <br /> u <br /> Z <br /> ni <br /> Wiz OU) Q c� <br /> �r ~ Cn d <br /> WY } � ! <br /> U) O J v <br /> J Q <br /> Z <br /> Q <br /> � � r <br /> i <br /> � C <br /> 1 <br /> S . <br /> 3 <br /> f 4 <br /> W v h <br /> U <br /> e <br /> x <br /> Ixrncl t <br /> U) o g k <br /> � II II <br /> a 0 p - <br /> inLLa R <br /> o � <br /> d d d d �b <br /> 8 <br /> Tu U <br /> V' <br /> 29 <br />