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File No. 20-1008-48 KLEINFELDER <br /> January 3 , 1992 <br /> second slope configuration, a search for the critical slip circle <br /> was not possible. For the three lowest limiting tangents, we <br /> have selected three reasonable points corresponding to failure <br /> circle centers likely to depict failure along the tangents. We <br /> note that in each instance, the computed factory of safety was <br /> found to be greater than 3 .0. Copies of the computer output are <br /> attached to this report in Appendix B. <br /> LIMITATIONS <br /> This completes the scope of services requested at this time. <br /> Please note that the opinions expressed in this report are based <br /> on the results of our field explorations, laboratory tests, and <br /> engineering analyses. The soils data used in the preparation of <br /> this report were obtained from exploratory borings made for this <br /> and previous studies by our firm. It is possible that variations <br /> in the soil conditions could exist between the points of <br /> exploration. <br /> Kleinfelder, Inc. has prepared this report for the use of San <br /> Joaquin County in accordance with generally accepted soil and <br /> foundation engineering practices. <br /> We appreciate the opportunity to have been of service to San <br /> Joaquin County on this project and trust this report contains the <br /> information requested. If you have any question after reviewing <br /> this report or need additional information, please contact us. <br /> Respectfully submitted, <br /> KLEINFELDER, INC. <br /> o?ROFESS;p,, <br /> I ERRY `4l <br /> Hugh L. Ezzell � <br /> Staff Engineer C= No. 388 z 141 <br /> &A 3.31.95 ='I <br /> ql lECHN� <br /> 1 �� FOF Cal kc <br /> Ron Heinzen, G.E. <br /> Regional Manager <br /> HLE:md 1/92 <br /> Attachments <br /> • <br /> Copyright 1992 KLeinfetder, Inc. Page 9 of 9 <br />