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M03030GE ' <br />• of safety indicating that the stability analysis was only somewhat <br />sensitive to variances in the soil strength characteristics. <br />Our stability analysis of the cross section indicated a theoreti- <br />cal calculated factor of safety of about 1.344 to about 1.626 for <br />the existing reclamation fill for the soil strength values listed <br />above for the existing reclamation fill slope at an inclination of <br />three (3) to one (1) (horizontal to vertical). The theoretical <br />calculated factors of safety of 1.344 to 1.626 were based on an <br />i undrained slope condition. The slope stability analysis results <br />i are presented on Figures 3 through 5. We are available to discuss <br />this with you. <br />4.0 POST DESIGN CONSIDERATIONS ' <br />This subsurface soil and foundation condition study is based on <br />limited sampling; therefore, it is necessary to assume that the <br />subsurface conditions do not vary greatly from those encountered in <br />the field study. Our experience has shown that significant varia- <br />tions are likely to exist. <br />5.0 LIMITATIONS <br />It is the owner's and the owner's representatives' responsibility <br />to read this report and become familiar with the comments, sugges- <br />tions and information presented. We should be contacted if any <br />questions arise concerning the geotechnical engineering aspects of <br />this project as a result of the information presented in this <br />report. <br />The comments outlined above are based on our understanding of the <br />current construction. We are available to discuss the details of <br />our information with you and revise them where necessary. This <br />geotechnical engineering report is based on the site development <br />and scope of services as provided to us by Mr. Jim Stover, P.E. <br />Stover and Associates, on the type of construction, existing site <br />conditions at the time of the field study and on our findings. <br />Should the planned, proposed use of the site be altered, Lambert <br />and Associates must be contacted, since any such changes may make <br />our suggestions and results inappropriate. This report should be <br />used ONLY for the development for which this report was tailored <br />and prepared, and ONLY to meet information needs of the owner and <br />the owner's representatives. In the event that any changes exist <br />or are made the suggestions and comments contained in this report <br />shall not be considered valid unless the changes are reviewed and <br />conclusions•of this report are modified or verified in writing. <br />C~ <br />5 <br />~lam6ert ana ~,ooociate~ <br />CONSULTING GEOTELM NICAL ENGINEENS AND <br />MATEAUI TESTING <br />