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FILTER GEOTEXTILE <br /> CUSHION GEOTEXTILE <br /> (AS NEEDED) <br /> a /OPERATIONS LAYERS <br /> w GRANULAR LCRS LAYER <br /> 'SLOW PERMEABILITY LAYER - � -�-•�, <br /> _(K S 1 x 10-7 CM/SEC)- <br /> FILTER GEOTEXTILE <br /> GEOMEMBRANE <br /> CUSHION GEOTEXTILE <br /> PREPARED SUBGRAD (AS NEEDED) <br /> 114 <br /> GEOMEMBRANE <br /> BASE LINER SYSTEM - /, ;; 77 <br /> N /OPERATIONS LAYER / X/, <br /> "' GRANULAR LCRS LAYER'-'-'--/' .. <br /> LOW PERMEABILITY LAYER ---....•� .........= ._...__, _...--_ ........_ ....._... .... <br /> sr <br /> n (K S 1 x 10-7 CM/SEC) rk _ <br /> SUBDRAIN PREPARED <br /> �- SUBGRAOE <br /> • ENGINEERED SUBDRAIN LAYER <br /> WILL BE DESIGNED SPECIFICALLY <br /> FOR CELL LOCATION <br /> ALTERNATIVE LINER SYSTEM <br /> 60 MIL HOPE GEOMEMBRANE <br /> 3 <br /> 11 DRAINAGE GEOCOMPOSITE <br /> PROTECTIVE COVER SOIL <br /> PLACED ' <br /> -� /- UP SLOPEZ FROMTITHE LFLOOR <br /> 7 i AS REFUSE FILL ADVANCES <br /> _._ _..� <br /> LOW-PERMEABILITY <br /> SOIL (1 X 10-7 CM/SEC) <br /> OR GCL <br /> PREPARED <br /> LINER SUBGRADE <br /> : ._: ; <br /> z ;L. MONOLITHIC _.__._t r#:--'Iii:........ <br /> SLOPE LINER SYSTEM 2 -;4LOW PERMEABLE SOIL LAYER°.;°i [; - <br /> :p (K S 1 x 10- CM/SEC) <br /> wasrE. , <br /> FINAL COVER SYSTEM <br /> Figure III.0-7 <br /> Typical Landfill Liner Schematics Source:Source:Tetra Tach/BAS, Inc. <br />