Laserfiche WebLink
diameter of approximately 4-ft. Based on the potential that a void of this diameter may collapse <br /> directly under the interface lining system,the tensile requirement for the geogrid was calculated to be <br /> approximately 550 lbs/ft(Appendix B). <br /> 2.4 Refuse Fill 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-10 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 /> WMU FU-10 2.4 <br />