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SEE DETAIL t ` <br /> SHT 5 <br /> PROTECTIVE <br /> OPERATIONS LAYER JG <br /> ROTECTIVE <br /> GEOCOMPOSITE (SEE NOTE 7) PERATIONS LAYER <br /> DRAINAGE NET 6"PERFORATED LTER GEOTXTILE <br /> HDPE LEACHATE <br /> PROTECTIVE <br /> COLLECTION PIPE _ _ RANULAR DRAINAGE 'BY OVC COVERING <br /> 1'MIN (SEE NOTE 2) ATERIAL GEOCOMPOSITE 6Y JLNNERi <br /> BENCH BERM j 'NOTE of <br /> DRAINAGE NET 1 <br /> 1 (SEE NOTE 6) <br /> APPROX 2 <br /> 1'MIN 2%MIN. a <br /> GEOSYNTHETIC �y/// o oo,�. o..arpo 1'MIN 3 <br /> CLAY LINERZ <br /> ° 1 2%MIN. iv Z / <br /> S MIN i 2'MIN 60 mil SINGLE SIDE TEXTURED <br /> II_��I' 2'MIN — y �� HDPE GEOMEMBRANE <br /> 60-mil SINGLE TEXTURED I1 ' / <br /> HDPE GEOMEMBRANE EXTRUSION WELD 60 mil DOUBLE TEXTURED ------L5'MIN <br /> -- f GEOSYNTHETIC m <br /> HDPE GEOMEMBRANE CLAY LINER <br /> (SEE NOTE 1) <br /> ---- CLAY LINER <br /> 10'MIN APPROX.12' CUSHION 15 MSN <br /> GEOT XTILE SUBGRADE FILL OR 2 <br /> EXISTING GRADE c <br /> SUBGRADE FILL p <br /> 0 <br /> -m <br /> SECTION SECTION <br /> NORTH SIDE SLOPE LINER-BASE LINER TRANSITION SHT 3 SLOPE BENCH SHT 3CL <br /> NTS NTS <br /> tq <br /> Oro �i <br /> z cm <br /> z <br /> NOTES: m U w <br /> aQe o <br /> U <br /> 1. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR w j H <br /> O <br /> 60-mil SINGLE-SIDED GEOCOMPOSITE GCL. LL UO) <br /> TEXTURED HDPE DRAINAGE NET s <br /> GEOMEMBRANE (SEE NOTE 3) 2. PERFORATION PATTERN:Y3-INCH DIAMETER HOLES AT PIPE THIRD w <br /> (SEE NOTE 4) POINTS,SPACED 6-INCHES ON CENTER. °' a <br /> 5'MIN 3'MIN ^,'�'�Ct"� •=O5 TE <br /> l DR ,U C T NET 3. OVERLAP NEW WMU FU-17 GEOCOMPOSITE DRAINAGE NET AND <br /> :..:;..;.•.. PROTECTIVE GEOCOMPOSITE DRAINAGE NET <br /> � OPERATIONS LAYER EXISTING UNDAMAGED WMU FU 13 0 I <br /> 1012W JIIIE�ME _ A MINIMUM OF 3 FEET AND SEAM. <br /> _ I TEk UR <br /> 4. CONTINUALLY WELD NEW,WMU FU-17 HOPE GEOMEMBRANE TO W Q fi <br /> — �= GEOCOMPOSITE GEOSYNTHETIC :o H.pl E CVT RRAN-1-, z <br /> DRAINAGE NET CLAY LINER EXISTING UNDAMAGED WMU FU-13 HDPE GEOMEMBRANE. LU w <br /> i� SJBGKF�CEt Z O m <br /> (SEE NOTE 5) PfLL l CEOSYN F�!C 0 z <br /> / NATIVE 60-mil SINGLE TEXTURED 5. OVERLAP NEW WMU FU-17 GEOSYNTHETIC CLAY LINER AND <br /> GROUND HDPE GEOMEMBRANE 4 Y _ EXISTING UNDAMAGED WMU FU-13 GEOSYNTHETIC CLAY LINER A Z F3 $ <br /> 3v '( ILL. ITr; 4 <br /> OR SUBGRADE (SEE NOTE 1) 1 4 <br /> "W�2FtY t., ti E"�' �., s'P�iN MINIMUM OF 3 FEET. W O <br /> BACKFILL WITH I FILL yTvE (n <br /> SLURRY CEMENT �—t 3"MIN GEOSYNTHETIC CLAY LINER 6. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE <br /> MIXTURE <br /> WMU FU-17 WMU FU-13 GEOCOMPOSITE DRAINAGE NET.THE PROTECTIVE PLASTIC uj <br /> _j w <br /> COVERING SHALL BE REMOVED(BY OWNER)BEFORE THE SIDE J O � r <br /> SECTION SECTION SLOPE OPERATIONS LAYER IS PLACED AGAINST THE o <br /> SE <br /> ! C / 11 �K \ GEOCOMPOSITE DRAINAGE NET.THE SIDE SLOPE PROTECTIVE <br /> a TERMINATION OF SHT 3 SIDE SLOPE LINER CONNECTION SHT 3 OPERATIONS LAYER SHALL BE PLACED IN CONJUNCTION WITH <br /> e SIDE SLOPE LINER NTS WASTE PLACEMENT(BY OWNER)TO A MAXIMUM HEIGHT OF 10' <br /> NTS ABOVE THE LEVEL OF REFUSE.THE OWNER SHALL PLACE THE SIDE <br /> SLOPE OPERATIONS LAYER USING A WHEEL LOADER,WITH NO <br /> EQUIPMENT LOADING ON THE SLOPE.OWNER SHALL PROVIDE <br /> TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. <br /> A_ TEMPORARY ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. _ m <br /> 7. THE FIRST 10'OF SIDE SLOPE PROTECTIVE OPERATION LAYER zLL <br /> Z <br /> SHALL BE PLACED BY THE CONTRACTOR USING A WHEELED LOADER g <br /> WITH NO EQUIPMENT LOADING ON THE SLOPE.SUBSEQUENT LIFTS p LL z J LL <br /> O <br /> OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED O F <br /> BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT TO A V p w <br /> MAXIMUM HEIGHT OF 10'ABOVE THE LEVEL OF REFUSE. <br /> SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED OLL A <br /> LOADER. <br /> PRA <br /> s s <br /> Ns 047733 <br /> * 6p 13-31-7917 <br /> Sheet ALOf�_ <br /> ` Rev <br />