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used in the analysis.ysis. These dimensions represent a typical household refzigcrator, what may <br /> the largest object to be disposed of at.a sanitary landfill_ <br /> The analysis of a liner system sloping at a 7 percent grade is presented as an ezamp <br /> The 7 percent sloping surface, and soil/waste-thicknesses of 1.8, 2.25, 2.7, and 3.6 m (6 7 <br /> 9, and 12 feet), were analyzed over an area 6.4 m (21 feet) long by 6.4 m (21 feet) wide. -1 <br /> void is assumed to be located in the center of this area. . <br /> 9.0 0.8 1.6 2.4 3.2 4.0 4.8 3.6 6.4. 9.0 0.8 1.6 2.4 3.2 4:0 4.8 5.6 6.t <br /> r r <br /> 0 0 <br /> N �, <br /> N <br /> E N I E <br /> - h y Ij O <br /> N � <br /> M � <br /> « 1O « <br /> q q <br /> b q <br /> � q q <br /> O <br /> o ,LO n ♦ o o � ,60 h s o <br /> 19.0 0.8 1.6 2.4 3.2 4.0 '4.8 5.6 6.P 4.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.45 <br /> M M <br /> Surface Contours (cm) on 7% Slope Surface Contours (cm) on 7% Slope <br /> over 1.8 m (6 ft„) Confrolled (Soil/Woste) Fill over 2.25 m (7.5 ft.) Controlled (Soil/Woste) }... <br /> Figure EX_l Figure EX-2 <br /> 9.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6--A 9.0 0.8 1.6 2.4 3.2 4.0 4.8 3.6 6.4 <br /> .o <br /> '^ •� o ori <br /> to 0 <br /> 0 <br /> q o � <br /> O o O O o <br /> e <br /> N <br /> •/ O N EN <br /> y H H ~ <br /> O n H <br /> ry <br /> N <br /> b <br /> 0 <br /> q o <br /> O <br /> O O O <br /> 9.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.05 9.0 0.8 1.6 2.4 3.2 4.0 4.8 S.t 6.4- <br /> M. m <br /> Surface Confoulrs (cm) on 7% Slope Surface Contours (cm) on 7% Slope <br /> over 2.7 m (9 ff.) 'Controlled (Soil/Waste) Fill over 3.6 m (12 ft.) Controlled (Soil/Woste) Fill <br /> Figure EX-3 Figure EX-4 <br /> 1504- Vancouver.Canada-G¢osyntheics'93 <br />