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BENCH BERM <br />I )JE.21J:- <br />GEOCOMPOSITE <br />DRAINAGE NET <br />IF— 2% MIN. ^' -... <br />60 SINGLE SIOE TEXTURED <br />/ <br />HOPE <br />GEOMEMBRANE <br />— — — — — — — I GEOSVNTHETIC <br />B' MIN CLAY LINER <br />iS YM\N <br />SUBGRADE FILL OR <br />EXISTING GRADE SUBGRADE FILL <br />SECTION <br />SLOPE BENCH SHT3 <br />NTS <br />Soad$INGLE4IOED GEOCOMPOSITE <br />TEXTURED HOPE DRAINAGE NET <br />GEOMEMBRANE (SEE NOTE 3) <br />(SEE NOTE 4) T MN <br />I <br />P <br />GEOSYNTHETIC <br />CLAY LINER 3 <br />(SEE NOTE 5) <br />6A.iTILS En ill j <br />Linear ee nePn __ _ L. <br />AMU FU -13 I - WMU FLL10 <br />SECTION <br />SIDE SLOPE LINER CONNECTION SHT3 <br />NTS <br />NOTES' <br />1. PLACE TEXTURED SIDE OF OEOMEMBRANE AGAINST CLAY LINER OR GCL <br />2. PERFORATION PATTERNX-INCH DIAMETER HOLES AT PIPE THIRD <br />POINTS, SPACED &INCHES ON CENTER. <br />3. OVERLAP NEW WMU FU -13 GEOCOMPOSITE DRAINAGE NET AND EXISTING <br />UNDAMAGEDWMU FV -10 GEOCOMPOSITE DRAINAGE NET A MINIMUM OF 3 <br />FEET AND SEAM. <br />4. CONTINUALLY WELD NEW, WMU FU -13 HDPE GEOMEMBRANE TO EXISTING <br />UNDAMAGED WMU FU -10 HDPE GEOMEMBRANE. <br />S. OVERLAP NEW WMV FU -13 GEOSVNTHETIC CLAY LINER AND EXISTING <br />UNDAMAGED WMU FU -10 GEOSYNTHETIC CIAV LINER A MINIMUM OF 3 <br />FEET. <br />S. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE <br />GEOCOMPOSHE DRAINAGE NET. THE PROTECTIVE PLASTIC COVERING <br />SHALL BE REMOVED (BY OWNER) BEFORE THE SIDE SLOPE OPERATIONS <br />LAYER IS PLACED AGAINST THE GEOCOMPOSITE DRAINAGE NET. THE SIDE <br />SLOPE PROTECTIVE OPERATIONS LAVER SHALL BE PLACED IN <br />CONJUNCTION NTH WASTE PLACEMENT (BY OWNER) TO A MAXIMUM <br />HEIGHT OF /0' ABOVE THE LEVEL OF REFUSE. THE OWNER SHALL PLACE <br />THE <br />SIDE SLOPE OPERATIONS LAYER USING A WHEEL LOADER, WITH NO <br />EQUIPMENT LOADING ON THE SLOPE, OWNER SHALL PROVIDE <br />TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. <br />TEMPORARY ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. <br />PROTECTIVE <br />OPERATIONS LAYER <br />FILTER <br />GEOTEXTILE <br />3" MIN COARSE GRAVEL <br />--- -'O O______________,_Q_ <br />1'MIN 0o' OO OOOO 0000 DDD., QOO OO OiMt'ii `4y`___ yam—GRANULAR o*Cb 80o8 1'MIN <br />FILTER p Q DRAINAGE <br />0 o0. 080 O O O GEOTEXTILE 000 C°p O MATERIAL <br />______`o o 0 00 O 1 � u°Qo �DB � o ocb D8 <br />11 MIN � =a.=2� 3" MIN 3`MIN _��= 3'�VMIN <br />CUSHION <br />ISE OTEXT ILE S ssms s S <br />fi" HDPE PIPE fiD 11 DOUBLETEXTURED <br />CLAY LINER SDR II -PERFORATED HOPE GEOMEMBRANE <br />(SEE NOTE 2) <br />DETAIL <br />LEACHATE COLLECTION TRENCH AND PIPE SHT 4 <br />NTS <br />0 <br />m <br />0 <br />LL <br />C <br />W <br />n <br />F) <br />S�PROTECTIVE <br />OPERATIONS LAVER <br />GEOCOMPOSITE <br />/ NATIVE <br />DRAINAGE NET <br />BOfnO SINGLE TEXTURED <br />GROUND <br />HOPE GEOMEMBRANE <br />BACKFILL HATH <br />BLURRY CEMENT <br />Y OR SUBGRADE <br />FILL <br />3" MINGEOSYNTHETIC <br />(SEE NOTE 1) <br />CLAY LINER <br />MIXTURE <br />SECTION <br />TERMINATION OF <br />SHT3 <br />SIDE SLOPE LINER <br />NTS <br />BENCH BERM <br />I )JE.21J:- <br />GEOCOMPOSITE <br />DRAINAGE NET <br />IF— 2% MIN. ^' -... <br />60 SINGLE SIOE TEXTURED <br />/ <br />HOPE <br />GEOMEMBRANE <br />— — — — — — — I GEOSVNTHETIC <br />B' MIN CLAY LINER <br />iS YM\N <br />SUBGRADE FILL OR <br />EXISTING GRADE SUBGRADE FILL <br />SECTION <br />SLOPE BENCH SHT3 <br />NTS <br />Soad$INGLE4IOED GEOCOMPOSITE <br />TEXTURED HOPE DRAINAGE NET <br />GEOMEMBRANE (SEE NOTE 3) <br />(SEE NOTE 4) T MN <br />I <br />P <br />GEOSYNTHETIC <br />CLAY LINER 3 <br />(SEE NOTE 5) <br />6A.iTILS En ill j <br />Linear ee nePn __ _ L. <br />AMU FU -13 I - WMU FLL10 <br />SECTION <br />SIDE SLOPE LINER CONNECTION SHT3 <br />NTS <br />NOTES' <br />1. PLACE TEXTURED SIDE OF OEOMEMBRANE AGAINST CLAY LINER OR GCL <br />2. PERFORATION PATTERNX-INCH DIAMETER HOLES AT PIPE THIRD <br />POINTS, SPACED &INCHES ON CENTER. <br />3. OVERLAP NEW WMU FU -13 GEOCOMPOSITE DRAINAGE NET AND EXISTING <br />UNDAMAGEDWMU FV -10 GEOCOMPOSITE DRAINAGE NET A MINIMUM OF 3 <br />FEET AND SEAM. <br />4. CONTINUALLY WELD NEW, WMU FU -13 HDPE GEOMEMBRANE TO EXISTING <br />UNDAMAGED WMU FU -10 HDPE GEOMEMBRANE. <br />S. OVERLAP NEW WMV FU -13 GEOSVNTHETIC CLAY LINER AND EXISTING <br />UNDAMAGED WMU FU -10 GEOSYNTHETIC CIAV LINER A MINIMUM OF 3 <br />FEET. <br />S. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE <br />GEOCOMPOSHE DRAINAGE NET. THE PROTECTIVE PLASTIC COVERING <br />SHALL BE REMOVED (BY OWNER) BEFORE THE SIDE SLOPE OPERATIONS <br />LAYER IS PLACED AGAINST THE GEOCOMPOSITE DRAINAGE NET. THE SIDE <br />SLOPE PROTECTIVE OPERATIONS LAVER SHALL BE PLACED IN <br />CONJUNCTION NTH WASTE PLACEMENT (BY OWNER) TO A MAXIMUM <br />HEIGHT OF /0' ABOVE THE LEVEL OF REFUSE. THE OWNER SHALL PLACE <br />THE <br />SIDE SLOPE OPERATIONS LAYER USING A WHEEL LOADER, WITH NO <br />EQUIPMENT LOADING ON THE SLOPE, OWNER SHALL PROVIDE <br />TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. <br />TEMPORARY ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. <br />PROTECTIVE <br />OPERATIONS LAYER <br />FILTER <br />GEOTEXTILE <br />3" MIN COARSE GRAVEL <br />--- -'O O______________,_Q_ <br />1'MIN 0o' OO OOOO 0000 DDD., QOO OO OiMt'ii `4y`___ yam—GRANULAR o*Cb 80o8 1'MIN <br />FILTER p Q DRAINAGE <br />0 o0. 080 O O O GEOTEXTILE 000 C°p O MATERIAL <br />______`o o 0 00 O 1 � u°Qo �DB � o ocb D8 <br />11 MIN � =a.=2� 3" MIN 3`MIN _��= 3'�VMIN <br />CUSHION <br />ISE OTEXT ILE S ssms s S <br />fi" HDPE PIPE fiD 11 DOUBLETEXTURED <br />CLAY LINER SDR II -PERFORATED HOPE GEOMEMBRANE <br />(SEE NOTE 2) <br />DETAIL <br />LEACHATE COLLECTION TRENCH AND PIPE SHT 4 <br />NTS <br />0 <br />m <br />0 <br />LL <br />C <br />W <br />n <br />F) <br />