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t <br /> • <br /> • <br /> • FILTER GEOTE%TILE <br /> CUSHION GEOTEMILE <br /> • <br /> (AS NEEDED <br /> • .OPERATIONS NAVE, '�'/ <br /> x <br /> � GRANULAR LCRS LAYER <br /> iLOW PERLIEABILITY' LAYER zF -'+a---;,- <br /> N (K S I x I0-7 CM/SEC) ---"'"'-'— <br /> • � FILTER GEOTEXTILE <br /> GEOMEMBRANE <br /> CUSHION GEOTEXTILE <br /> • PREPARED SUBGRAD (AS NEEDED) <br /> • GEOMEMBRANE <br /> • BASE LINER SYSTEM <br /> • N /GRANUTIIOONS, <br /> • �' LCRS LAYER'::: <br /> LOW PERMEABILITY LAYER <br /> • n (K 5 1 x 10-7 CM/SEC) <br /> • -SUBDRAIN-\,,, SUBGRADE <br /> • ENGINEERED SUBDRAIN LAYER <br /> WILL BE DESIGNED SPECIFICALLY <br /> • FOR CELL LOCATION <br /> • <br /> • ALTERNATIVE LINER SYSTEM <br /> • <br /> • 60 MIL HOPE GEOMEMBRANE <br /> • 1 NAGE GEOCOMPOSITE <br /> PROTECTIVE COVER SOIL <br /> • PLACED 12' VERTICALLY <br /> --4' UP SLOPE FROM THE FLOOR <br /> • _- _.._ / AS REFUSE FILL ADVANCES <br /> • <br /> LOW- IXIO-,)CM/ <br /> • 504 ft%IO- CM/SEC) <br /> ORGI <br /> • PREPARED <br /> LINER SUBGRADE <br /> • I�i:-. - ...Iii i ._ r <br /> I O DDPEMEAWSOIL <br /> u f1iIu I fi 11 l_. <br /> SLOPE LINER SYSTEM ft—' K s 1 x 10-6 cM/sEci, <br /> • �� 1 i� _ , w _ t-_ <br /> �v <br /> • <br /> • FINAL COVER SYSTEM <br /> • <br /> • <br /> • Figure III.0-7 <br /> • <br /> • <br /> Typical Landfill Liner Schematics Source:Source:Tetra Tach/BAS, Inc. <br /> • <br /> • <br />