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The WMU FU-03 grading plan and liner and LCRS sections and details are included in the <br /> Construction Drawings for the development of WMU FU-03 (Appendix A). Permanent access roads <br /> and surface drainage facilities will be constructed as the WMU meets final grades. <br /> Final waste grading plans are not included in this report. This information is available in the <br /> Preliminary Closure and Postclosure Maintenance Plan (BAS, 2002). The maximum waste fill slope <br /> during the filling of WMU FU-03 will be approximately 3:1, as presented in the slope stability <br /> analysis in Appendix B and discussed in Section 3 of this report. <br /> qW <br /> FORWARD LANDFILL WMU F-03 AND F-WEST DESIGN REPORT <br /> 2-3 <br />