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L' GEOCOMPOSITE DRAINAGE NET 1L-:7 APPROX 2 GEOSYNTHETIC CLAY LINER -� 60 -mil SINGLE TEXTURED HDPE GEOMEMBRANE (SEE NOTE 2) BENCH BERM _ 3 1� SUBGRADE FILL OR EXISTING GRADE 1s _1 � MSN SECTION 1 j SLOPE BENCH SHT 3 NTS FILL SEE DETAIL r2-� GEOCOMPOSITE i------------------ OTECTIVE DRAINAGE NET SHT 6 WMU FUS 3, WELD EXISTING \ 60 -mil DOUBLE TEXTURED 60-mll DOUBLE TEXTURED (SEE NOTE 4) ERATIONS LAYER T MIN HDPE GEOMEMBRANEMIN HDPE GEOMEMBRANE r GEOCOMPOSITE PROTECTIVE / ( DRAINAGE NET E NOTE 1) OPERATIONS LAYER ( 1 60 -mil TEXTURED r ' " PERFORATED HDPE GEOMEMBRANE FILTER GEOTEXTILE ( I LVMIN HDPE LEACHATE (SEE NOTE 6) FILL GEOSYNTHETIC COLLECTION PIPE CLAY LINER GRANULAR DRAINAGE WMU FU EXISTING / \ MATERIAL \ T WMU FU -06 WMU FU -05 CLAY LINER MIN CLAY LINER SECTION 8) (NOTE 8) SIDE SLOPE LINER CONNECTION SHT 3,41, 11 \(NOTE NTS - - o•• V/// u0.�� c ' _ VMIN EDGE OF EXISTING GEOMEMBRANE 5 IN T MIN / T MIN APPROXEXISTNGFILR EXTRUSION WELD / 60 mil DOUBLE TEXTURED REMOVE EXISTING GEOTlEXTiLET HDPE GEOMEMBRANE PROTECTIVE PLYWOOD SHEE I ING AND CLAY LINER OPERATION LAYER PROTECTIVE GEOTEXTILE EXISTING PROTECTIVE 10' MIN APPROX. 1T FILTER GEOTEXTILE GENERAL OPERATIONS LAYER CUSHION (SEE NOTE 7) z EARTH FILL 3 GEOTEXTILE 2% APPROX 1 t o :�- SECTION�'� H GRANULAR I 1% �. �- NORTH SIDE SLOPE LINER - BASE LINER TRANSITION SHT 3 DRAINAGEVARIES NTS MATERIAL`- - _ J }} 5 ' CLAY LINER 60 -mil DOUBLE TEXTURED CUSHION EDGEOF tY GEOTEXTILE EXISTING CLAY LINER � EXISTING i PROTECTIVE HDPE GEOMEMBRANE CUSHION - BLASTIC COVERING GEOTEXTILE l (BY OWNER) \\\ GEOCOMPOSITE (NOTE 3} WMU FU -06 WMU FU -05 DRAINAGE NET SECTION �IV11 2% - CONNECTS! TO EXISTING LINER SYSTEM SHT 4 NTS 2% 60 mil SINGLE SIDE TEXTURED HDPE GEOMEMBRANE - t5 GEOSYNTHETIC MIN CLAY LINER 1s _1 � MSN SECTION 1 j SLOPE BENCH SHT 3 NTS FILL NOTES: 1. THE FIRST IV OF SIDE SLOPE PROTECTIVE OPERATION LAYER SHALL BE PLACED BY THE CONTRACTOR USING A WHEELED LOADER WITH NO EQUIPMENT LOADING ON THE SLOPE. SUBSEQUENT LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT TO A MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER. 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. 3. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSITE DRAINAGE NET. THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED (BY OWNER) BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSITE DRAINAGE NET. THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED IN CONJUNCTION WITH WASTE PLACEMENT (BY OWNER). TO A MAXIMUM HEIGHT OF IV ABOVE THE LEVEL OF REFUSE. THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS LAYER USING A WHEEL LOADER, WITH NO EQUIPMENT LOADING ON THE SLOPE. OWNER SHALL PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. TEMPORARY ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER 4. OVERLAP NEW WMU FU -06 GEOCOMPOSITE DRAINAGE NET AND EXISTING UNDAMAGED WMU FU -05 GEOCOMPOSITE DRAINAGE NET A MINIMUM OF 3 FEET AND SEAM. ON SOUTH SLOPE OF SOUTHERN PORTION OF WMU FUS, TERMINATE GEOCOMPOSITE DRAINAGE NET AT EASTHERN EDGE OF WMU FU -05. 5. CONTINUALLY WELD NEW, WMU FU -W HDPE GEOMEMBRANE TO EXISTING UNDAMAGED WMU FU -05 HDPE GEOMEMBRANE. 6. OVERLAP NEW WMU FU -06 GEOSYNTHETIC CLAY LINER AND EXISTING UNDAMAGED WMU FU -05 GEOSYNTHETIC CLAY LINER A MINIMUM OF 3 FEET. 7. OVERLAP EXISTING UNDAMAGED GEOTEXTILE AND WMU FU -06 GEOTEXTILE A MINIMUM OF 2 FEET. 8. KEY NEW CLAY LINER INTO EXISTING CLAY LINER. i WASTE j FILL SLOPE 1° MIN 1' MIN T MIN EXISTBNG GRANULAR DRAINAGE MATERIAL EXISTING 60-nA DOUBLE TEXTURED HDPE GEOMEMBRANE EXISTING CLAY LINER 60-mii TEXTURED GEOCOMPOSITE HDPE GEOMEMBRANE DRAINAGE NET (SEE NOTE 5) (SEE NOTE 4) T MIN r GEOCOMPOSITE ( DRAINAGE NET If) IRE ( 1 60 -mil TEXTURED GEOSYNTHETIC ' HDPE GEOMEMBRANE CLAY LINER SUBGRADE (SEE NOTE 6) FILL GEOSYNTHETIC CLAY LINER BACKFILL WITH is SLURRY CEMENT MIXTURE WMU FU -06 WMU FU -05 SECTION SIDE SLOPE LINER CONNECTION SHT 3,41, 11 NTS NOTES: 1. THE FIRST IV OF SIDE SLOPE PROTECTIVE OPERATION LAYER SHALL BE PLACED BY THE CONTRACTOR USING A WHEELED LOADER WITH NO EQUIPMENT LOADING ON THE SLOPE. SUBSEQUENT LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT TO A MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER. 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. 3. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSITE DRAINAGE NET. THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED (BY OWNER) BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSITE DRAINAGE NET. THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED IN CONJUNCTION WITH WASTE PLACEMENT (BY OWNER). TO A MAXIMUM HEIGHT OF IV ABOVE THE LEVEL OF REFUSE. THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS LAYER USING A WHEEL LOADER, WITH NO EQUIPMENT LOADING ON THE SLOPE. OWNER SHALL PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. TEMPORARY ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER 4. OVERLAP NEW WMU FU -06 GEOCOMPOSITE DRAINAGE NET AND EXISTING UNDAMAGED WMU FU -05 GEOCOMPOSITE DRAINAGE NET A MINIMUM OF 3 FEET AND SEAM. ON SOUTH SLOPE OF SOUTHERN PORTION OF WMU FUS, TERMINATE GEOCOMPOSITE DRAINAGE NET AT EASTHERN EDGE OF WMU FU -05. 5. CONTINUALLY WELD NEW, WMU FU -W HDPE GEOMEMBRANE TO EXISTING UNDAMAGED WMU FU -05 HDPE GEOMEMBRANE. 6. OVERLAP NEW WMU FU -06 GEOSYNTHETIC CLAY LINER AND EXISTING UNDAMAGED WMU FU -05 GEOSYNTHETIC CLAY LINER A MINIMUM OF 3 FEET. 7. OVERLAP EXISTING UNDAMAGED GEOTEXTILE AND WMU FU -06 GEOTEXTILE A MINIMUM OF 2 FEET. 8. KEY NEW CLAY LINER INTO EXISTING CLAY LINER. i WASTE j FILL SLOPE 1° MIN 1' MIN T MIN EXISTBNG GRANULAR DRAINAGE MATERIAL EXISTING 60-nA DOUBLE TEXTURED HDPE GEOMEMBRANE EXISTING CLAY LINER