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_ <br />[-FUTURE PROTECTIVE <br />OPERATIONS LAYER APPROX 10' PERIMETER PLYWOOD <br />GEOSYNTHETIC <br />PROTECTIVE PLASTIC <br />j (BY OWNER) <br />BERM <br />CLAY LINER <br />COVERING (BY OWNER) <br />r <br />3' <br />60-" SINGLE TEXTURED CLAY GRANULAR <br />PROTECTIVE <br />(NOTE 2) <br />aNi <br />HDPE GEOMEMBRANE EARTHFEl DRAINAGE <br />OPERATIONS LAYER <br />j - <br />( <br />2 <br />2 <br />c <br />. ? MATERIAL <br />GEOCOMPOSITE <br />z <br />- <br />1� _ <br />- <br />DRAINAGE NET <br />Tn <br />1 L ........ . ...::.�... <br />.....i <br />5 <br />CL <br />� p � <br />GEOSYNTHETIC <br />3' MIN '. z <br />a <br />CLAY LINER <br />GENERAL <br />60 -MIL SINGLE <br />EARTHF61 <br />PLYWOOD <br />TEXTURED HDPE / <br />CLAY LINER CUSHION GEOTEXTILE <br />CUSHION GEOTEXTILE <br />GEOMEMBRANE i <br />_/ <br />SUBGRADEF91 / <br />/APPROXMAATE <br />SEE NOTE 3 <br />60 -MIL RUBLE <br />f <br />/ <br />N <br />TEXTURED HDPE <br />i EXISTING AUSTIN <br />GEOMEMBRANE <br />-� / ROAD COVER AND <br />o <br />REFUSE <br />T <br />cr— <br />SECTION <br />SECTION %U1 <br />BME LINER TERMINATION IN SOUTHEAST CORNER <br />SHT 4 <br />INTERFACE LINER TERMINATION AT TOP DECK SHT 3 <br />n <br />NTS <br />NTS <br />N <br />0 <br />v� <br />0 <br />oLo rn <br />Lo I <br />F=m N <br />_Z 00 <br />� 7 U Q1 <br />O Q <br />Q O, <br />�U N <br />OOw <br />- <br />_ <br />Li to Z N <br />Q O <br />t <br />Oyi (L <br />NOTES: <br />z <br />1. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST (LAY LINER OR GCL <br />Z <br />W <br />Q <br />m <br />2.OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSITE <br />W <br />ZC <br />DRAINAGE NET. THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED (BY OWNER) <br />Z <br />0 <br />BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSITEEL <br />DRAINAGE NET. THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED <br />IN CONJUNCTION WITH WASTE PLACEMENT (BY OWNER). TO A MAXIMUM HEIGHT OF <br />Z <br />U <br />o <br />a <br />> <br />1W ABOVE THE LEVEL OF REFUSE. THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS <br />W <br />p <br />Q <br />- <br />LAYER USING A WHEELED LOADER, WITH NO EQUIPMENT LOADING ON THE SLOPE OWNER <br />N <br />o <br />SHALL PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. TEMPORARY <br />Q <br />ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER <br />Y <br />c <br />3. EASTERN EDGE OF HDPE GEOMEMBERANE UNDER CLAY EARTHFI L BERM ALIGNS WITH <br />0 <br />Y <br />EASTERN EDGE OF HDPE GEOMEMBRANE ON THE SOUTH SLOPE <br />0 <br />J <br />J <br />_J <br />Q <br />H <br />� <br />m <br />W <br />Q <br />p <br />J <br />1 0 <br />0 <br />of <br />::) Z <br />IL Q <br />0F- <br />O <br />u- <br />u- <br />0 <br />U <br />N <br />Sheet-Wof 12_ <br />Rev <br />