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® CLOSURE <br /> This report has been prepared in accordance with generally accepted geotechnical practices and <br /> makes no other warranties, either express or implied, as to the professional advice or data <br /> included in it. This report is based on the project as described in the referenced reports. Our <br /> firm should be notified of any pertinent changes in the design or site conditions that differ from <br /> those described in this report, since there may require a re-evaluation of the recommendations. <br /> This report has not been prepared for use by parties or projects other than those named or <br /> described above,and may not contain sufficient information for other parties or other purposes. <br /> If you have any questions regarding this report,please do not hesitate to contact the undersigned. <br /> GeoLogic Associates <br /> ®QRpF ESS 01 <br /> y4 JOSEPH ti. <br /> seph . ranzone,PE, GE 21 MANZONE <br /> CMrM <br /> Supervising Geotechnical Engineer No. <br /> p« tilos <br /> Distribution: (2)Addressee yJ.�®rICµN�`®Q�� <br /> F OF <br /> Attachments: References <br /> ® Table 1 —Final Cover Slope Stability(25 foot high slope at 3.2:1) <br /> Table 2—Final Cover Slope Stability(30 foot high slope at 3.5:1) <br /> Table 3—Final Cover Slope Stability(36 foot high slope at 3.6:1) <br /> Table 4-Forward Landfill Cover Overall Slope Stability-Unsaturated <br /> Table 5 -Forward Landfill Cover Overall Slope Stability-Saturated <br /> Table 6—Seismic Induced Permanent Displacement Evaluation-Cover <br /> Table 7—Seismic Induced Permanent Displacement Evaluation-Cover Bench <br /> Slope <br /> Appendix A—Seismic Analysis <br /> Appendix B-Laboratory Test Results <br /> Appendix C—Slope Stability Analysis <br /> ® -4- _ <br /> C:Active_Projects 2005 2003-082 Forward LF Corer Slope Stability Anahsis Report.doc <br /> Geologic Associates <br />