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SEE DETAIL ® — — — — — — — — — — — — — — — — SHT 6 / WMU FU-04 WELD EXISTING PROTECTIVE 60-mil DOUBLE TEXTURED 3 60-mil DOUBLE TEXTURED\ OPERATIONS LAYER PROTECTIVE / HDPE GEOMEMBRANE MIN / HDPE GEOMEMBRANE GEOCOMPOSITE (SEE NOTE 1) OPERATIONS LAYER DRAINAGE NET 6"PERFORATED FILTER GEOTEXTILE HDPE LEACHATE COLLECTION PIPE GRANULAR DRAINAGE MATERIAL WMU FU-04 2' EXISTING 1'MIN CLAY LINER MIN CLAY LINER 1 (NOTE 8) (NOTE 8) APPROX 2 \ — — — — — — — — — — — — — — — c 1'MIN GEOSYNTHETIC ///��/�//// o0 0004p� ^moo — — ° 0 1'MIN / CLAY LINER a' — — — — EDGE OF EXISTING 5'MIN 2'MIN ' GEOMEMBRANE To _ _ 2'MIN _ _ Q n 60-mil SINGLE TEXTURED till-= IIII III= i APPROX HDPE GEOMEMBRANE \ EXTRUSION WELD / 60 mil DOUBLE TEXTURED (SEE NOTE 2) / HDPE GEOMEMBRANEREMOVE EXISTING PROTECTIVE PLYWOOD SHEETING AND i OPERATION LAYER CLAY LINER \ PROTECTIVE GEOTEXTILE 10'MIN APPROX.12' FILTER GEOTEXTILE CUSHION (SEE NOTE 7) GEOTEXTILE c > SECTION GRANULAR NORTH SIDE SLOPE LINER-BASE LINER TRANSITION SHT 3 DRAINAGE VARIES NTS MATERIAL — CLAY LINER CUSHIONGEOTEXTILE 60-mil DOUBLE TEXTURED ` T HDPE GEOMEMBRANE t. 00 BENCH BERM GEOCOMPOSITE WMU FU-04 WMU FU-03 0 0) DRAINAGE NET cv SECTION OMP1 z oo N 2% CONNECTION TO EXISTING LINER SYSTEM SHT 4 Q U 3NTS � rn Q 1 2/ Ng �FZW o 60 mil SINGLE SIDE TEXTURED O O F- HDPE GEOMEMBRANE L� V)Z b �+ o GEOSYNTHETIC 5'MIN CLAY LINER °' a a SUBGRADE FILL OR EXISTING GRADE SUBGRADE FILL NOTES: < 1. THE FIRST 10'OF SIDE SLOPE PROTECTIVE OPERATION LAYER SHALL BE PLACED EL BY THE CONTRACTOR USING A WHEEL LOADER WITH NO EQUIPMENT LOADING ON 6 � THE SLOPE.SUBSEQUENT LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER g�` o a SECTION / ' SHALL BE PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT TO A € SLOPE BENCH SHT 3 MAXIMUM HEIGHT OF 10'ABOVE THE LEVEL OF REFUSE.SUBSEQUENT LIFTS SHALL ?a Io NTS ALSO BE PLACED WITH A WHEELED LOADER. <� a C 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. y s o v 3. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSITE GEOCOMPOSITE 60-mil TEXTURED DRAINAGE NET.THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED(BY OWNER) DRAINAGE NET HDPE GEOMEMBRANE BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSITE (SEE NOTE 4) (SEE NOTE 5) DRAINAGE NET.THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED T MIN IN CONJUNCTION WITH WASTE PLACEMENT(BY OWNER)TO A MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE.THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS w LAYER USING A WHEELED LOADER,WITH NO EQUIPMENT LOADING ON THE SLOPE.OWNER z N _ _ SHALL PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING.TEMPORARY J_ -J J IIII IIII IIII-1111 - - = ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. �` w IIII- IIII- - o r GEOSYNTHETIC 4. OVERLAP NEW WMU FU-04 GEOCOMPOSITE DRAINAGE NET AND EXISTING UNDAMAGEDQ o CD \SUBGRADE L\ (SCLAY LINER EE NOTE 6) WMU FU-03 GEOCOMPOSITE DRAINAGE NET A MINIMUM OF 3 FEET AND WELD. 0 z of FIL \J 5. CONTINUALLY WELD NEW,WMU FU-04 HDPE GEOMEMBRANE TO EXISTING UNDAMAGED Q v N z WMU FU-03 HDPE GEOMEMBRANE. o O0 l 6. OVERLAP NEW WMU FU-04 GEOSYNTHETIC CLAY LINER AND EXISTING UNDAMAGED WMU FU-03 : w EXISTING GEOSYNTHETIC CLAY LINER A MINIMUM OF 3 FEET. N WMU FU-03 WMU FU-04 7. OVERLAP EXISTING UNDAMAGED GEOTEXTILE AND WMU FU-04 GEOTEXTILE A MINIMUM OF 2 FEET. SECTION rj1 Ess, 8. KEY NEW CLAY LINER INTO EXISTING CLAY LINER. �° a. WMU FU-03/FU-04 SHT 3,4 SIDE SLOPE LINER CONNECTION NTS No.Exp.12 31 05 A �? SheetZofM < OF Gd,IF�P Rev