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FORWARD LANDFILL <br /> NON-WATER CORRECTIVE ACTION PLAN <br /> 7.0 CLOSURE <br /> This report is based on the project as described and the limited geotechnical and engineering data <br /> obtained in this and earlier studies of the Forward Landfill. Our firm should be notified of any <br /> pertinent change in the project plans or if conditions are found that differ from those described in <br /> this report, since this may require a revaluation of the conclusions and recommendations <br /> presented herein. <br /> This report has not been prepared for use by parties or projects other than those named or <br /> described above. It may not contain sufficient information for other parties or other purposes. <br /> This report has been prepared in accordance with generally accepted engineering and <br /> geotechnical practices and makes no other warranties, either expressed or implied, as to the <br /> professional advice or data included herein. <br /> We appreciate this opportunity to be of service. If you have any questions regarding this report, <br /> please do not hesitate to contact the undersigned. <br /> Geo-Logic Associates PROFFssay <br /> QkOF PN <br /> No CE <br /> ( Josep G. Franzone, , GE 2189 <br /> upervising Geotechnical Engineers F P <br /> �9T OTECHN'Gp��' <br /> FOFCP,- <br /> Attachments: Table 1 —Estimated Seismically-Induced Displacements <br /> Table 2—Cover Stability Analysis-Infinite Slope Method <br /> Figure 1 —Vicinity Map <br /> Figure 2— Site Plan <br /> Figures 3 through 8 — Slope Stability Analysis Results <br /> Figure 9—FEMA Flood Insurance Rate Map <br /> Appendix A—Flood and Precipitation Event Data <br /> Appendix B—Questa Engineering (July 2000) <br /> Appendix C—Questa Engineering (November 2007) <br /> M:\2011-012"WFA REPORT.DOCX 21 Geo-Logic Associates <br />