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CUSHION GEOTEXTILE <br /> _--_ __ ---FILTER GEOTEXTILE-- - _- _ <br /> T ----------=--_--------___--_ -__-- _ -- -- <br /> 12' ___ ___OPERATIONS LAYER_ __-____ <br /> ----------------�-mss- --- -__-__- <br /> 1� ---------GRANULAR DRAINAGE MATERIAL--,_- --,i,i C. <br /> I -- - <br /> 24" CLAY LINER <br /> L <br /> L= NATIVE _ <br /> GROUND <br /> 60 mil DOUBLE TEXTURED <br /> HDPE GEOMEMBRANE <br /> BASE LINER SYSTEM <br /> SCALE: NOTTOSCALE <br /> 3 <br /> 12' -_ 1 DRAINAGE GEOCOMPOSITE <br /> 80 mil DOUBLE TEXTURED <br /> / \ \ - HDPE GEOMEMBRANE <br /> 24' PROTECTIVE COVER SOIL <br /> L `\--- PLACED 17 VERTICALLY UP <br /> SLOPE FROM THE FLOOR AS <br /> REFUSE ADVANCES <br /> CZAYcINFRORGO[ ` \ -\-`------ <br /> GaND <br /> 1 SLOPE LINER SYSTEM <br /> SCALE: NOT TO SCALE <br /> I 1 —III III— 1 I�—III—III—III l I —III—��—d <br /> III-� -� - -� -I I - <br /> 11, <br /> 4'MIN. III-III-III _ MONOLITHIC LOW 1=1 I I-I I I-III- <br /> III-III-III PERMEABILITY SOIL IAVER '.I -III-_III-_III- <br /> - (K 51 x 10-6 CM/SEC) -._III-III=III- <br /> I <br /> WASTE� <br /> FINAL COVER SYSTEM <br /> SCALE: NOTTOSCALE <br /> Figure III.0-7 <br /> Typical Landfill Liner Schematics Source:Tetra Tech/BAS,Inc. <br />