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WMU FU-03/FU-04 PERIMETER BERM PROTECTIVE RIJ. (GENERAL EARTHFILLGEO LE I 6- MATERIAL) AND PLYWOOD "IN APPROX 10' 1 PERIMETER z 3' BERM ANCHOR TRENCH r 2 3 2'MIN GEOCOMPOSITE DRAINAGE NET TMIN 21—/6 PLYWOOD EXISTING 1 5 1 (SEE NOTE 6) GRADE VARIES 60 mil SINGLE SIDE GEOSYNTHETIC (VARIES) 01—- TEXTURED HDPE CLAY LINER GEOMEMBRANE 60-MIL SINGLE ANCHOR -————— ———— (NOTE 5) TEXTURED HOPE TRENCH 1 WMU SUBGRADE FILL " r GEOMEMBRANE 3'MIN , ART-03 7�0 3SUBGRADE FILL GEOSYNTHETIC APPROXIMATE CLAY LINER EXISTING AUSTIN SECTION ROAD COVER AND REFUSE WMU FU-04 TOP OF SLOPE LINER TERMINATION SHT 3 NTS SECTION 0 WMU FU 03/FU-04 INTERFACE LINER TERMINATION AT TOP DECK SHT3 NTS PERIMETER BERM (GENERAL EARTHFILL MATERIAL) GEOCOMPOSITE PROTECTIVE fl- MIN MIN ¢ DRAINAGE NET OPERATIONS LAYER D Lu 60 rrTDoUBLE PLYWOOD q) D, ANCHOR TRENCH 1% • z(9 TEXTUREHDPE (SEE NOTE 6) C, < GEOMEMBRANE PERIMETER 2'MIN 0BERM .. ......... ............... .. 2 TMII GEOCOMPOSITE _ 00 EXISTING DRAINAGE NET -------- --------- 0 Ln 0) SUBGRADE FILL LIMIT GRADE GEOSYNTHETIC I GEOGRID z U-) I MIN 2 (VARIES) 60 mil SINGLE CLAY LINER CN TEXTURED HDPE z Lf) 00 GEOGRID VSUBGRADE FILL D- 0) LL 0 < (NOTES) x ---- ------- GEOMEMBRANE Z SUBGRADE FILL ANCHOR < ------�:AIJSTIN ROAD cc \-SUBGRADE FILL = GEOSYNTHETIC u?< TRENCH t-u cli GRADE LANDFILL EXISTINGIN MIN wCLAY LINER A TMIN :D wt,- 60 mil DOUBLE V)oz GENERAL EARTHFILL- TEXTURED HDPE < GEOMEMBRANE cn 0 SECTION 0) r 0) Q- WESTERN TERMINATION OF INTERFACE SHT 3 CUSHION FILTER SECTION 0) GEOCOMPOSITEGEOTEXTILE. GEOTEXTILE NTS SHT3 60 mil DOUBLE DRAINAGE NET TEXTURED HOPE GEOMEMBRANE 0.5-MIN GRANULAR GEOCOMPOSITE 't EXISTING DRAINAGE MATERIAL DRAINAGE NET .1 GEOCOMPOSITE REMOVE EXISTING 0 REMOVE EXISTING a DRAINAGE NET GEOGRID REMOVE EXISTING 60 mil SINGLE PROTECTIVE OPERATIONS PERIMETER BERM SOIL BERM TEXTURED HDPE EL LAYER(SEE NOTE 2) (NOTE 60 mil DOUBLE PROTECTIVE PROTECTIVE 0.5'MIN GEOCOMPOSITE -�--EXISTING 60 mil SINGLE I R GEOMEMBRANE OPERATIONS LAYER AND REPLACE WITH GENERAL TEXTURED HOPE DRAINAGE NET OPERATIONS LAYER M -1 d TEXTURED HOPE E z REMOVE 60 mil HDPE GRANULAR DRAII GEOSYNTHETIC EARTHFILL GEOMEMBRANE SUBGRADE Ha 01 0- GEOMEMBRANE MATERIAL CLAY LINER GEOMEMBRANE FILL a CLAY LINER 96% < GEOSYNTHETIC VARIES REFUSE GEOSYNTHETIC ....................0.0 ......... ........ ....... . CLAY LINER ........................ .................................... z 20 . .. . . ...................................... .... ......................... w.:................... c ----------------- - - - - - - - - - - 7 7 7-11 � 0.5'MIN 1 0 u ID GRANULAR BACKFILL WITH 4-'Z' FILTER DRAINAGE GENERAL EARTHFILL FILTER GEOTEXTILE 0- t (L Z' GEOGRID MATERIAL SEE NOTE 3 GEOTEXTILE M114 GEOGRID < REMOVE GEOCOMPOSITE COARSE GRAVEL GEOGRID NOTE 4 DRAINAGE NET CLAY PLUG REMOVE EXISTING PLYWOOD(NOTE 1) REMOVE 3-INCH DIA b-M,�N "- PERFORATED HDPE PIPE wGEOSYNTHETIC SUBGRADE FILL z U) = 60 mil DOUBLEj CLAY LINER SECTION / TEXTURED H u- GEOMEMBRA E EXISTING TOP DECK CONNECTION SHT3 r U-1 GEOCOMPOSITE NOTES: NTS < 0 DRAINAGE NET 1.REMOVE EXISTING TERMINATION BERM AND PLYWOOD AND PLACE ENDS OF EXISTING EXISTING 60 mil SINGLE GEOSYNTHICS IN ANCHOR TRENCH. 0 2 < TEXTURED HDPE EXISTING 6.OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSITE Of 0 GEOMEMBRANE GEOSYNTHETIC 2REMOVE EXISTING PROTECTIVE OPERATIONS LAYER FOLLOWING DRAINAGE NET.THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED BY OWNER) < U) . CLAY LINER INSTALLATION OF NxT ANCHOR TRENCH.REMOVE EXISTING PROTECTIVE BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSITE 0 0 0 OPERATIONS LAYER IN MANNER THAT DOES NOT DAMAGE UNDERLYING DRAINAGE NET.THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED - GEOSYNTHETICS. IN CONJUNCTION WITH WASTE PLACEMENT(BY OWNER).TO A MAXIMUM HEIGHT OF uj 3.OVERLAP EXISTING AND NEW GEOSYNTHETICS A MINIMUM 3-FEET. 19 ABOVE THE LEVEL OF REFUSE.THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS LAYER USING A WHEELED LOADER,WITH NO EQUIPMENT LOADING ON THE SLOPE.OWNER 4.SEW DOWNSLOPE EDGE OF GEOSYNTHETIC CLAY LINER CLOSED TO SHALL PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING.TEMPORARY 3.MAINTAIN BENTONITE WITHIN GEOSYNTHETIC CLAY LINER. ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. o ES sl 5.PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. 7.USE PLYWOOD ON EASTERN TERMINATION.PLYWOOD IS NOT NEEDED ON WESTERN TERMINATION. r" No.22631 8.OWNER SHALL PLACE PROTECTIVE OPERATIONS LAYER ON NORTHERN SLOPE ONLY TO APPROX EL. p. 12-31-05 65'ONCE THE FUTURE CONNECTION AS SHOWN ON SECTION Y IS CONSTRUCTED THE DINNER CAN CONTINUE SheetJgof 10 TO PLACE PROTECTIVE OPERATIONS LAYER ON THE SLOPE. cr