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® 5'MIN <br /> - PROTECTIVE <br /> OPERATIONS LAYER NOTES: <br /> I i <br /> =1111 =111 III_ fill= GEOCOMPOSITE 1. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. <br /> DRAINAGE NET <br /> NATIVE 60-mil SINGLE TEXTURED 2. PERFORATION PATTERN:Yz-INCH DIAMETER HOLES AT PIPE THIRD <br /> / GROUND HDPE GEOMEMBRANE POINTS,SPACED 6-INCHES ON CENTER. <br /> L OR SUBGRADE (SEE NOTE 1) <br /> BACKFILL WITH FILL 3. OVERLAP NEW WMU FU-13 GEOCOMPOSITE DRAINAGE NET AND EXISTING <br /> SLURRY CEMENT 3"MIN GEOSYNTHETIC CLAY LINER UNDAMAGED WMU FU-10 GEOCOMPOSITE DRAINAGE NET A MINIMUM OF 3 <br /> MIXTURE FEET AND SEAM. <br /> It <br /> 4. CONTINUALLY WELD NEW,WMU FU-13 HDPE GEOMEMBRANE TO EXISTING v <br /> SECTION UNDAMAGED WMU FU-10 HDPE GEOMEMBRANE. CL <br /> TERMINATION OF SHT 3 5. OVERLAP NEW WMU FU-13 GEOSYNTHETIC CLAY LINER AND EXISTING o <br /> SIDE SLOPE LINER UNDAMAGED WMU FU-10 GEOSYNTHETIC CLAY LINER A MINIMUM OF 3 p <br /> NTS FEET. <br /> 6. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE <br /> GEOCOMPOSITE DRAINAGE NET.THE PROTECTIVE PLASTIC COVERING <br /> SHALL BE REMOVED(BY OWNER)BEFORE THE SIDE SLOPE OPERATIONS o <br /> LAYER IS PLACED AGAINST THE GEOCOMPOSITE DRAINAGE NET.THE SIDE N <br /> SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED IN v <br /> CONJUNCTION WITH WASTE PLACEMENT(BY OWNER)TO A MAXIMUM <br /> HEIGHT OF 10'ABOVE THE LEVEL OF REFUSE.THE OWNER SHALL PLACE <br /> PROTECTIVE THE SIDE SLOPE OPERATIONS LAYER USING A WHEEL LOADER,WITH NO <br /> PLASTIC COVERING EQUIPMENT LOADING ON THE SLOPE.OWNER SHALL PROVIDE a <br /> GEOCOMPOSITE (BY OWNER) TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. N <br /> BENCH BERM DRAINAGE NET f;- (NOTE 6) TEMPORARY ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. ° <br /> p <br /> E <br /> 2%MIN. In <br /> 1� <br /> 2%MIN. iv / ¢ ao <br /> 60 mil SINGLE SIDE TEXTURED PROTECTIVE c v <br /> HDPE GEOMEMBRANE FILTER OPERATIONS LAYER '�' U z rn N <br /> i <br /> GEOTEXTILE <br /> - W MIN COARSE GRAVEL p< u <br /> CLAY LINER -_-- _---®---- aGEOSYNTHETIC <br /> 5'MIN -------- - <br /> pp\N <br /> 00, <br /> �--_--p- � Oo <br /> t� <br /> •� ° o `0"0 00`0° �� � 0 <br /> SUBGRADE FILLO15' 2 VMIN OOOOO OO O-0 �000 C GRANULAR 00-00%, 1'-M-IN-__--_ OLOrn <br /> W <br /> °Q°° o FILTER0O DRAINAGE Ln Z om <br /> p�O CpMATERIALaEXISTING GRADE o oO o <br /> SUBGRADE FILL OCO 00 � O <br /> OO O0002 o <br /> 0 <br /> 0°°oC ° °0 <br /> 1 <br /> V MIN -<:- _ "_IN 3"MIN __-_ = V MIN <br /> CUSHION 1 I --- _ I 1 <br /> SECTION , C , GEOTEXTILE - - Z_ <br /> SLOPE BENCH SHT 3 6 '� 6 1 <br /> NTS W �Z <br /> 6*HDPE PIPE 60-mil DOUBLE TEXTURED uj <br /> CLAY LINER HDPE GEOMEMBRANE <br /> �' SDRII-PERFORATED Z O <br /> (SEE NOTE 2) Z U 3 n <br /> W o n <br /> o O ¢ <br /> IIID— =)III II) J <br /> 60-miISINGLESIDED GEOCOMPOSITE W 1C c .o <br /> TEXTURED HDPE DRAINAGE NET J O � L <br /> GEOMEMBRANE (SEE NOTE 3) <br /> D V <br /> (SEE NOTE 4) T MIN DETAIL <br /> GEOCOMPOSITE <br /> DRAINAGE NET <br /> ==MMLL��- 0 <br /> 4---- <br /> zzn LEACHATE COLLECTION TRENCH AND PIPE SHT 4 <br /> I =III= I,=11=; -1111=1f =1111=III <br /> NTS <br /> =11111 =1lIE ;, illl= I!I_ <br /> - 60-mil TEXTURED <br /> GEOSYNTHE71C �, - 1 i HDPE GEOMEMBRANE J <br /> CLAY LINERJ <br /> (SEE NOTE 5) f j SUBGRADE �� GEOSYNTHETIC Q W m <br /> ,� CLAY LINER Q _� p <br /> BACKFILL"'V i I p <br /> SLURRY CEMENT ^-'+-3"MIN p Q L <br /> MIXTURE � Q <br /> In W <br /> Z <br /> WMU FU-13 WMU FU-10 O Oco <br /> = <br /> SECTION V) _ <br /> SIDE SLOPE LINER CONNECTION SHT 3 <br /> NTS <br /> 0 Si y <br /> a s's <br /> o.c•nss <br /> Sheet-5-of 9 <br /> ` a` Rev <br />