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PN: D99009GE <br />March 23. 1999 <br />Page 3 <br />Based on ow' analysis using the parameters discussed above and iterations of the Simplified <br />Bishops Method using Geosoft's STABL/G software, the lowest theoretical slope stability factor <br />of safety we obtained was 2.9. The critical failure surfaces an corresponding factors of safety for <br />the three cross scclions are presented in Appendix C. The data generated by the computer <br />program is presented in Appendix D. <br />If you have any questions, or if we may he oC additional service, please contact us. <br />Respectfully submitted, .Rev' , <br />LAMBERT AND ASSOCIATES ~ , <br />'/ ~'s <br />Alan Tees, ElT I ~Da~d L ra I ,, _~~., ~p~~ } <br />Engineering Intern Dur go ONice"M3rs3ge~ <br />Dennis D. Lambert. P.E. <br />Principal Geoteclmical Engineer <br />+!I<t>:itbrrt ,uul assuri~ilrs <br />COIJSU LTI NG GEOTECHN ICAL ENGi1J EERS <br />AND MATEFIALS TESTIIJO <br />