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APPENDIY D <br />We used Ceosoft's STABL/G software to analyze the slope stability using the Simplified Bishops <br />Method of Slices. We analyzed three (3) cross sections. The location of the cross sections is <br />presented on Figure 3. We used existing soil parameters, slope gradient, and material height in <br />our analysis. The data generated by STABL/G for the tiuee (3) cross sections is presentcd below. <br />J <br />_1 <br />J <br />J <br />i!ttiT11~71'1'1 clll~ a55llCiFl~1"_; <br />CONSU LTIt1G GEOTECHIIICAL Et1GINEERS <br />^ AND FIATEP.IALS TESTIIIG <br />