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NOTES: <br /> 1 . USE SINGLE SIDED TEXTURED GEOMEMBRANE WITH <br /> TEXTURED SIDE PLACED AGAINST CLAY LINER OR GCL <br /> SEE DETAIL 2, THE FIRST 10' OF SIDE SLOPE PROTECTIVE OPERATION LAYER <br /> SHT. 6 SHALL BE PLACED BY THE CONTRACTOR USING A WHEEL LOADER <br /> WITH NO EQUIPMENT LOADING ON THE SLOPE. SUBSEQUENT <br /> PROTECTIVE LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE <br /> OPERATIONS LAYER PROTECTIVE PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT <br /> (SEE NOTE 2) OPERATIONS LAYER TO A MAXIMUM HEIGHT OF IY ABOVE THE LEVEL OF REFUSE. <br /> GEOCOMPOSITE D <br /> DRAINAGE NET SUBSEQUENT LIFTS SHAit ALSO-BE Pt1�CED`1iTti AfHEEL LOADER- <br /> DRAINAGE -� <br /> 6" PERFORATED FILTER GEOTEXTILE <br /> HDPELEACHATE <br /> a� <br /> _ COLLECTION PIPE GRANULAR DRAINAGE 3. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING <br /> - NET. THE <br /> 1 MIN MATERIAL <br /> OVER THE GEOCOMPOSITE DRAINAGEPROTECTIVE <br /> 1 \ PLASTIC COVERING SHALL BE REMOVED (BY OWNER) <br /> APPROX 2 BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED <br /> _ 1° MIN AGAINST THE GEOCOMPOSITE DRAINAGE NET THE SIDE <br /> GEOSYNTHETIC ////�///� �- o g0/ oo — a — _ _ _ _ 1 MIN SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED <br /> o0 0 0 ro o �' IN CONJUNCTION WITH WASTE PLACEMENT (BY OWNER). <br /> CLAY LINER TO A MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. <br /> 5' MIN 2' MIN THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS LAYER o <br /> II►I-IIII 2' MIN �_I_ I USING A WHEEL LOADER, WITH NO EQUIPMENT LOADING ON THE <br /> SLOPE. OWNER SHALL PROVIDE TEMPORARY ANCHORING OF <br /> 60-mil SINGLE TEXTURED II)I= III- PROTECTIVE PLASTIC COVERING. TEMPORARY <br /> HDPE GEOMEMBRANE EXTRUSION WELD / 60 mil DOUBLE TEXTURED ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. <br /> (SEE NOTE 1) HDPE GEOMEMBRANE <br /> CLAY LINER <br /> 10' MIN APPROX. 12' <br /> NJ CUSHION <br /> GEOTEXTILE <br /> SECTION �H <br /> NORTH SIDE SLOPE LINER- BASE LINER TRANSITION SHT 8 Q <br /> Q) <br /> NTS c� <br /> E <br /> a <br /> cn <br /> p <br /> Q 00 <br /> ULO N <br /> III N d- <br /> U zLo I <br /> WMU FU-03 FUTURE REFUSE z F-- m N <br /> PERIMETER BERM FILL SLOPE o Q � <br /> � Q <br /> U <br /> RA EARTHFILL <br /> (GENERAL L11-1 <br /> < 0') <br /> FUTURE PROTECTIVE Q o� � <br /> OPERATIONS LAYER o LU <br /> 4# 3 i 00z <br /> MINT MIN / Q <br /> / <br /> 0) :2 oa <br /> ANCHOR TRENCH ° (7) <br /> - rn <br /> 2' MIN - - -- -- <br /> PROTECTIVE T MIN <br /> PLASTIC COVERING T 00 <br /> (BY OWNER) EXISTING DRAINAGE NET <br /> aZ °, = a <br /> BENCH BERM GEOCOMPOSITE / {NOTE 3) MiN 2 GRADE W <br /> DRAINAGE NET I % SUBGRADE FILL LIMIT (VARIES) _ i 60 mil SINGLE a�>00 <br /> ¢� <br /> I- TEXTURED HDPE W o W m <br /> GEOMEMBRANE aza <br /> SUBGRADE FILL cn z L - <br /> —" <br /> ----�: <br /> 3 -- -- AUSTIN ROAD 3 3 GEOSYNT .o�� 3 p Q <br /> 2% iv z LANDFILL EXISTING MIN MIN CLAY LINER <'Z <br /> Z<o <br /> GENERAL 1 �- 60 mil SINGLE SIDE TEXTURED GRADE >Ma Q d <br /> c jj <br /> EARTHFILL HDPE GEOMEMBRANETI A L "-0 <br /> 3 Q' <br /> ZEECa� <br /> GEOSYNTHETIC WESTERN TERMINATION OF INTERFACE SHT 8 p U <br /> 5' MIN CLAY LINER cn <br /> EXISTING AUSTIN ROAD z <br /> 15' M\N AND REFUSE LANDFILL COVER o <br /> 2 _ Q <br /> EXISTING GRADE I <br /> EXISTING AUSTIN <br /> SUBGRADE FILL z L z cn <br /> ROAD LANDFILL o w : O <br /> SECTION ~ � U W <br /> Q En- p <br /> J a- <br /> SLOPE BENCH SHT 8 0 ::E Q z <br /> NTS a oOzo <br /> (n Ucn <br /> � ro < Z <br /> �� Q�cOFEss/U LL- IO Op FZ <br /> z � <br /> F <br /> BRYAN A. �. a � <br /> �T � D <br /> w <br /> w IRRA� <br /> m I— <br /> 2 <br /> (n < <br /> 2631 <br /> mow = <br /> Exp 12.31-05 p U <br /> Q <br /> J <br /> cal <br /> Sheet--8 of <br /> Rev <br />