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40 fill I.LLDPE <br /> ill . ' <br /> .12' GRANULAR DRAINAGE LAYER • • <br /> / <br /> II, = <br /> \ <br /> \ \ , SURFACE CONTOURED ON SHEET 3 <br /> X/ <br /> A\ <br /> t \ \ / ' <br /> NOTES: BARRIER LAYER <br /> 40 mll LLDPE LIFER TO BE TEXTURED <br /> OH SLOPES GREATER THAN 10:1. <br /> WITHIN 5' OF TOE OF SLOPE. <br /> OPERATIONAL SURFACE WI <br /> BARRIER LAYER TO CONSIST OF: • DIVERSION BERM TO BE I <br /> • AS FILLING6' MIN CLAY (K, = 1 x 10 TCM/SEC) OR: PROGRESSES AND COVER <br /> GEOSYNTHETIC CLAY LINER IGCL) <br /> COMPOSITE LINER WASTE BOUNDARY <br /> SYSTEM SECTION <br /> O SHOWN ON SHEET : <br /> •cus IN m 9 <br /> I <br /> • f <br /> EXISTING FINAL <br /> COVER SYSTEM ,- <br /> \ 1 <br /> 2. ;,^ <br /> EXISTING COVER DRAINAGE LAYER <br /> WELD NEW LLDPE TO EXISTING CAP GEOIEMBRANE ALONG ENTIRE EDGE <br /> 111 TIE-IN TO EXISTING CAP GEOMEMBRANE <br /> •CA=IN PINT <br /> I <br /> • z 4 <br /> WASTE BOlN1DARY <br /> SHOWN ON SHEET 3 <br /> 4 I <br /> FINAL COVER SYSTEM ... <br /> SEE DET L -�-mirv,�\`�'', . i COIFOSITE LITER <br /> Q • �'IW�"11 ��; I;(\`W,�' SEE DETAIL <br /> II1)tl��1�144* e <br /> WASTE /' <br /> 4::';!�°:i j <br /> COMPOSITE LINER SYSTEM°�fs./_J1 1 <br /> SEE DETAIL 3 =---2'---.4=---2'---.1 <br /> e10' <br /> • PERIMETER SECTION <br /> 9 <br /> WALK DI FM <br /> I 1 <br /> I 2 4 <br /> .e./ eitt C`/ 8 <br /> V <br />