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IC <br />CLAY LINER <br />SECTION m <br />SOUTH SLOPE LINER -TOP SLOPE SHT 4 <br />TERMINATION/ANCHORTRENCH (SEE NOTE 1) <br />NTS <br />5 MIN _ <br />NATIVE <br />cn GROUND <br />Y OR SUBGRADE <br />BACKFILL WITH I ' FILL <br />SLURRY CEMENT H #3' MIN <br />MIXTURE <br />_-PROTECTIVE <br />OPERATIONS LAYER <br />GEOCOMPOSITE <br />DRAINAGE NET (SEE NOTE 4) <br />60 -mil SINGLE TEXTURED <br />HDPE GEOMEMBRANE <br />(SEE NOTE 2) <br />GEOSYNTHETIC CLAY LINER <br />SECTION li1 <br />TERMINATION OF SHT 3,4. 11 <br />SIDE SLOPE LINER <br />NTS <br />[7 <br />PROTECTIVE <br />FILTER 'tom OPERATIONS LAYER <br />GEOTEXTILE <br />3" MIN COARSE GRAVEL <br />----------------- ____O_p___ie'__ <br />4 <br />°�°°° p o00iNooop o0000oo <br />VMIN O OO OFILTERAOO <br />0 0°0 'Poo.00 p 000 GEOTEXTILE <br />00 O °p O 2 0 <br />0000 <br />V MIN 3" MIN <br />CUSHION 11 <br />GEOTEXTILE 6 <br />CLAY LINER <br />GRANULAR 00 0. cV8 1' MIN <br />DRAINAGE <br />O O 00 °0 00 MATERIAL —� <br />` 2 <br />opo$o� ��1 <br />00 <br />/3' MIN ' 1 1' MIN <br />6 <br />6' HDPE PIPE 60-mll RUBLE TEXTURED <br />SDR If - PERFORATED HDPE GEOMEMBRANE <br />(SEE NOTE 3) <br />DETAIL %21 <br />LEACHATE COLLECTION TRENCH AND PIPE SHT 5 <br />NTS <br />NOTES: <br />1. BLEND EAST AND WEST ENDS OF ANCHOR BERM INTO SURROUNDING <br />TERRAIN AT A MAXIMUM 10 PERCENT GRADE <br />2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL <br />FUTURE WASTE <br />2 MIN <br />/ FILL SLOPE <br />3. PERFORATION PATTERN: Ys - INCH DIAMETER HOLES AT PIPE THIRD <br />(BY OTHERS) <br />POINTS, SPACED 6 -INCHES ON CENTER <br />GENERAL <br />EARTH FILL <br />)`t <br />4. THE GEOCOMPOSITE DRAINAGE NET IS ON NORTH SLOPE BUT NOT ON <br />2 <br />_3 _ # <br />SOUTH SLOPE OF THE SOUTHERN PORTION OF WMU FUS. <br />1 <br />3! ANCHO <br />_3 BERM = _ <br />FUTURE PROTECTIVE <br />— — <br />OPERA TIONS LAYER <br />n <br />E . <br />(BY OTHERS) <br />% Y MIN <br />ul <br />( NATIVE <br />s <br />- 60 m8 SINGLE TEXTURED <br />NATIVE / <br />GROUND)" <br />(I - _ GROUND <br />1 HDPE GEOMEMBRANE <br />2 <br />TRENCH <br />CLAY LINER <br />SECTION m <br />SOUTH SLOPE LINER -TOP SLOPE SHT 4 <br />TERMINATION/ANCHORTRENCH (SEE NOTE 1) <br />NTS <br />5 MIN _ <br />NATIVE <br />cn GROUND <br />Y OR SUBGRADE <br />BACKFILL WITH I ' FILL <br />SLURRY CEMENT H #3' MIN <br />MIXTURE <br />_-PROTECTIVE <br />OPERATIONS LAYER <br />GEOCOMPOSITE <br />DRAINAGE NET (SEE NOTE 4) <br />60 -mil SINGLE TEXTURED <br />HDPE GEOMEMBRANE <br />(SEE NOTE 2) <br />GEOSYNTHETIC CLAY LINER <br />SECTION li1 <br />TERMINATION OF SHT 3,4. 11 <br />SIDE SLOPE LINER <br />NTS <br />[7 <br />PROTECTIVE <br />FILTER 'tom OPERATIONS LAYER <br />GEOTEXTILE <br />3" MIN COARSE GRAVEL <br />----------------- ____O_p___ie'__ <br />4 <br />°�°°° p o00iNooop o0000oo <br />VMIN O OO OFILTERAOO <br />0 0°0 'Poo.00 p 000 GEOTEXTILE <br />00 O °p O 2 0 <br />0000 <br />V MIN 3" MIN <br />CUSHION 11 <br />GEOTEXTILE 6 <br />CLAY LINER <br />GRANULAR 00 0. cV8 1' MIN <br />DRAINAGE <br />O O 00 °0 00 MATERIAL —� <br />` 2 <br />opo$o� ��1 <br />00 <br />/3' MIN ' 1 1' MIN <br />6 <br />6' HDPE PIPE 60-mll RUBLE TEXTURED <br />SDR If - PERFORATED HDPE GEOMEMBRANE <br />(SEE NOTE 3) <br />DETAIL %21 <br />LEACHATE COLLECTION TRENCH AND PIPE SHT 5 <br />NTS <br />