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5 MIN <br /> PROTECTIVE <br /> OPERATIONS LAYER NOTES: <br /> 7� <br /> =fill =III =11f=1111 =1111= I <br /> (11= 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_j _: <br /> OR SUBGRADE (SEE NOTE t) v <br /> BACKFILL WITH FILL 3. OVERLAP NEW WMU FU-10 GEOCOMPOSITE DRAINAGE NET AND EXISTING <br /> SLURRY CEMENT 3"MIN GEOSYNTHETIC CLAY LINER UNDAMAGED WMU FU-08 GEOCOMPOSITE DRAINAGE NET A MINIMUM OF 3w <br /> MIXTURE FEET AND SEAM. `v <br /> w <br /> p / 4. CONTINUALLY WELD NEW,WMU FU-10 HDPE GEOMEMBRANE TO EXISTING a <br /> SECTION ff' UNDAMAGED WMU FU-08 HDPE GEOMEMBRANE. <br /> TERMINATION OF SHT 3 5. OVERLAP NEW WMU FU-10 GEOSYNTHETIC CLAY LINER AND EXISTING o <br /> SIDE SLOPE LINER UNDAMAGED WMU FU-08 GEOSYNTHETIC CLAY LINER A MINIMUM OF 3 p <br /> NTS FEET. <br /> c <br /> 0 <br /> N <br /> PROTECTIVE <br /> PLASTIC COVERING a <br /> (BY OWNER) <br /> BENCH BERM GEOCOMPOSITE i (NOTE 3) <br /> DRAINAGE NET I p <br /> 2%MIN. <br /> N <br /> — <br /> 3 <br /> 1( 2%MIN. a0 rn <br /> / 60 mil SINGLE SIDE TEXTURED PROTECTNE N <br /> / HDPE GEOMEMBRANE -__�� <br /> / OPERATIONS LAYER <br /> N <br /> - FILTER _Z z M N <br /> - — — — — — GEOSYNTHETIC GEOTEXTILE <br /> 3"MIN COARSE GRAVEL p¢U <br /> 5'MIN <br /> CLAYLINER <br /> ------- - ----------------------- --- __ _ <br /> / <br /> o-c`n---o-n �-- <br /> - <br /> I--- ------- Z3 <br /> F a <br /> o <br /> 00, p-O G � OC C OG0Co ° Znn0 0GO � GRANULAR oo nVMIN OO15 VMIN 0 n >G � Ovi <br /> SUBGRADE FILL OFILTERG DRAINAGE <br /> zEXISTING GRADE SUBGRADE FILL00 C G O GEOTEXTILE 0 a0 <br /> G O G 2 2 ---- 0) <br /> 0 0 °O ' o7o <br /> 11 MIN 3"MIN IN t'MIN <br /> SECTION CUSHION � <br /> GEOTEXTILE t I 6 - 6 t <br /> 1 a <br /> SLOPE BENCH SHT 3 1 W z L p <br /> NTS <br /> 6"HDPE PIPE HDPE DOUBLE TEXTURED Z p0. <br /> CLAY LINER HDPE GEOMEMBRANE <br /> SDRIt-PERFORATED <br /> (SEE NOTE 2) 0 ¢ C -0 <br /> Z U o <br /> n <br /> W o o a <br /> It1f11�1= =11111111 � � <br /> 60-mil SINGLE-SIDED GEOCOMPOSITE W Q a, <br /> TEXTURED HDPE DRAINAGE NET O � L <br /> GEOMEMBRANE (SEE NOTE 3) <br /> p U <br /> (SEE NOTE 4) 3'MIN <br /> GEOCOMPOSITE <br /> TE DETAIL �Z� <br /> DRAINAGE NE;=T <br /> LEACHATE COLLECTION TRENCH AND PIPE SHT 4 <br /> _III= _I!I=1 -11!1=III =pflV 111 NTS <br /> _1111 =llld ill= ilt= J <br /> GEOSYNTHETIC �i HIDP-milTEXTURED <br /> �1 HOPE GEOMEMBRANEV) <br /> _J <br /> CLAY LINER ,��' SUBGRADE% \ <br /> (SEE NOTE 5) / i FILL GEOSYNTHETIC Q <br /> L� <br /> p <br /> CLAY LINER Z O wp <br /> BACKFILL WITH <br /> SLURRY CEMENT % ire --3"MIN ® Z <br /> MIXTURE Q <br /> 3 g z <br /> Z <br /> WMU FL-10 WMU FU-W O 3 O <br /> SECTION tG1 N <br /> SIDE SLOPE LINER CONNECTION SHT 3 <br /> NTS <br /> p ESSi A+ <br /> �y,Pdfi <br /> E� <br /> r <br /> ' Sheet-5-of-9— <br /> V , �' Rev <br />