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SEE DETAIL Z - - - - - - - - - - - - - - - SHT 6 WMU FU-04 3, WELD EXISTING \ PROTECTIVE 60-m11 DOUBLE TEXTURED 60-mil DOUBLE TEXTURED OPERATIONS LAYER PROTECTIVE HDPE GEOMEMBRANE MIN HDPE GEOMEMBRANE GEOCOMPOSITE (SEE NOTE 1) OPERATIONS LAYER DRAINAGE NET 6 PERFORATED FILTER HDPE LEACHATE TGRANULAR DRAINAGE - COLLECTION PIPE MATERIAL \ WMU FU-04 2' EXISTING I 1 1 MIN / \ CLAY LINER MIN CLAY LINER APPROX 2' \ (NOTE 8) (NOTE 8) / 1' MIN — `- - - - - - - - - - - - - - - m ® � ® s � _.. GEOSYNTHETIC % �/�/� o 000gP� *CO 1' MIN CLAY LINER > — w EDGE OF EXISTING ' MIN 2' MIN GEOMEMBRANE II_11-1(I 2 MIN - l 10 Q 60-mil SINGLE TEXTURED III{ l}{= APPROX HDPE GEOMEMBRANE \ EXTRUSION WELD / 60 mil DOUBLE TEXTURED (SEE NOTE 2) / HDPE GEOMEMBRANE PROTECTIVE ` °:;t� . \ REMOVE EXISTING PLYWOOD SHEETING AND _ f Wit,- OPERATION LAYER r CLAY LINER PROTECTIVE GEOTEXTILE _ FILTER GEO 10' MIN APPROX. 1 CUSHION (SEE NOTE 7jEXTILE GEOTEXTILE s co r, ry c . ® a a e��• aid is , _�' 777777� - SCTlOR! H _ GRANULAR NORTH SIDE SLOPE LINER - BASE LINER TRANSITION SHT 3 DRAINAGE VARIES NTS MATERIAL CLAY LINER CUSHION 0 GEOTEXTILEI s¢ < 60-mil DOUBLE TEXTURED _ - HDPE GEOMEMBRANE V)1111 v CV�i 99 �J�a Q ^:mad .. �•..� .4ro,..i3 t} "��.. 00 BENCH BERM GEOCOMPOSITE WMU FU-04 WMU FU-03 H�DFE ` r ry DRAINAGE NET X S 11 NG I NL T r i.le J l` �� • YJ.. I co 2% CONNECTION TO EXISTING LINER SYSTEM SHT 4 r) 3 NTS Q ¢ U 0-)o � � � � 0 N 2/o 60 mit SINGLE SIDE TEXTUREDp o r HDPE GEOMEMBRANE cn z (D � ¢ o rn t GEOSYNTHETIC rn 0- 5 MIN CLAY LINER SUBGRADE FILL ORco - n EXISTING GRADE SUBGRADEfILL NOTES: A $ � o z 1 : THE FIRST 10' OF SIDE SLOPE PROTECTIVE OPERATION LAYER SHALL BE PLACED BY THE CONTRACTOR USING A WHEEL LOADER WITH NO EQUIPMENT LOADING ONSLL 00 SECTION. THE SLOPE. SUBSEQUENT LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER Ss� o Q � SHALL BE PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT TO A L SLOPE BENCH SHT 3 MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. SUBSEQUENT LIFTS SHALL 4% im NTS ALSO BE PLACED WITH A WHEELED LOADER. j5Z ul U-o 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. cn 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 '. LAYER USING A WHEELED LOADER, WITH NO EQUIPMENT LOADING ON THE SLOPE. OWNER w - - -4AA4AA&A4 SHALL PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. TEMPORARY ILI LIi 1l}�=1111 z TIN: 1� ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. o F- 4. OVERLAP NEW WMU FU-04 GEOCOMPOSITE DRAINAGE NET AND EXISTING UNDAMAGED �IlII II11., z _ Q 0aS SCL UBGRADE (SCLAY EE NOTE6EGEOSYNTHETIC WMU FU-03 GEOCOMPOSITE DRAINAGE NET A MINIMUM OF 3 FEET AND WELD. o Q FILL ) rY Q - 5. CONTINUALLY WELD NEW, WMU FU-04 HDPE GEOMEMBRANE TO EXISTING UNDAMAGED WMU FU-03 HDPE GEOMEMBRANE- o `t z O O „P. I F- 6. OVERLAP NEW WMU FU-04 GEOSYNTHETIC CLAY LINER AND EXISTING UNDAMAGED WMU FU-03 w LL- EXISTING GEOSYNTHETIC CLAY LINER A MINIMUM OF 3 FEET. WMU FU-03 WMU FU-04 7. OVERLAP EXISTING UNDAMAGED GEOTEXTILE AND WMU FU-04 GEOTEXTILE A MINIMUM OF 2 FEET. SECTIONE55� Pl.S. KEY NEW CLAY LINER INTO EXISTING CLAY LINER. ° sT� WMU FU-03/FU-04 _ SHT 3,4 4' F SIDE SLOPE LINER CONNECTION NTS it No. 22631 r•t Exp. 12-31-05 ;u Sheet 7 of iD Rev