Laserfiche WebLink
EDGE OF WMU FU-04 <br /> GEOMEMBRANE <br /> 10' <br /> APPROX <br /> GEOCOMPOSITE <br /> DRAINAGE NET PROTECTIVE <br /> PROTECTIVE TERMINATION OPERATIONS LAYER <br /> OPERATIONS LAYER BERM FILTER <br /> (SEE NOTE 1) z GEOTEXTILE <br /> Mit, o c <br /> a o FILTER GEOTEXTILE v u APPROX <br /> ° GRANULAR DRAINAGE ?�0 2 <br /> MATERIAL 1 1 11 <br /> 2 1'MIN Of <br /> GEOSYNTHETIC _— __ 1'MIN r- 0 s� — — °—° o°,� q� — 1'MIN Q <br /> CLAY LINER 1'MIN GRADE TO GENERAL <br /> -nu DRAIN AWAY EARTH FILL 2'MIN <br /> wuu 2'MIN FROM WMU o <br /> NATIVE GROUND <br /> _L nL llldu GRANULAR o <br /> 60-mil SINGLE TEXTUREDDRAINAGE MATERIAL <br /> HDPE GEOMEMBRANE 5'MIN CUSHION GEOTEXTILE EASTERN EDGE <br /> (SEE NOTE 2) ( OF CLAY LINER 60-mil DOUBLE TEXTURED <br /> 60-mil DOUBLE TEXTURED <br /> WELD HDPE GEOMEMBRANE HDPE GEOMEMBRANE N <br /> c <br /> 0 <br /> CLAY LINERCUSHION CLAY LINER "m <br /> 1/2"xVx8'CDX GEOTEXTILE <br /> FILTER PLYWOOD <br /> GEOTEXTILE <br /> SECTION ° ° FILTER <br /> SLOPE LINER-BASE LINER TRANSITION SHT 4 moo° °d CUSHION GEOTEXTILE V <br /> NTS �0 0°O°' LL <br /> 0 °o o, ° GEOTEXTILE <br /> I — ° PROTECTIVE GRANULAR DRAINAGE p <br /> DETAIL - GRANULAR qMIN <br /> _ OPERATIONS LAYER MATERIAL <br /> DRAINAGE PROTECTIVE <br /> SHT 6 MATERIAL OPERATIONS LAYER ® N <br /> 60-MIL DOUBLE TEXTURED6"PERFORATED 60-mil DOUBLE TEXTURED 2'MIN HDPE GEOMEMBRANE '77777 r 00 <br /> 1'MIN _ _- <br /> HDPE LEACHATE HDPE GEOMEMBRANE o 0 0 0 n m <br /> COLLECTION PIPE 1'MIN �°o°° -° °_ —A-2b a�°n� N 0 <br /> (SEE NOTE 3) FILTER GEOTEXTILE / 2'M INz f rn C1+ <br /> 1'MIN / SECTION � ILII_ CUSHION IF)1= <br /> �Q 4 � <br /> 0 00000 00000-000 oo�oo 04 °8 ° ° o o — o�oo o"o°o° 1'MIN / EASTERN BASE LINER TERMINATION SHT 4 NATIVE - GEOTEXTILE v o <br /> 2'MIN 2'MIN NTS GROUND 60 mil DOUBLE TEXTURED Xo �w <br /> 2 11N / HDPE GEOMEMBRANE L, ON z 6 <br /> 7F11-177T =IIII=1111 <br /> V MIN IIII= IIII= CUSHION GEOTEXTILE CLAY LINER g <br /> DETAIL e 1n <br /> NATIVE APPROX.12 FEET CLAY LINER / ' a <br /> GROUND / BASE LINER DETAIL SHT 4 n <br /> NTS � <br /> FILTER <br /> GEOTEXTILE <br /> SECTION © ' PROTECTIVE 0 <br /> <W � <br /> OPERATIONS LAYER <br /> LEACHATE COLLECTION TRENCH AND PIPE SHT 4 3 0 <br /> NTSI 20' NOTES: S a a <br /> a <br /> 1. THE FIRST 10'OF SIDE SLOPE PROTECTIVE OPERATION LAYER ; <br /> TERMINATION SHALL BE PLACED BY THE CONTRACTOR USING A WHEELED LOADER �q v <br /> ACCESS RAMP I BERM GRANULAR WITH NO EQUIPMENT LOADING ON THE SLOPE.SUBSEQUENT 1+ C <br /> DRAINAGE <br /> /NOTE 4 MATERIAL LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE .N Y <br /> 1 10 PLACED BY THE OWNER IN CONDUCTION WITH WASTE PLACEMENT o v <br /> TO A MAXIMUM HEIGHT OF 10'ABOVE THE LEVEL OF REFUSE. <br /> 2„ SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER. <br /> 1'MIN - 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. <br /> A°� 9 0� °a; ego-°°� °°�i� fl Poo, o o e a��aeo 1'MIN 0. 3. PERFORATION PATTERN:1/2-INCH DIAMETER HOLES AT PIPE FOURTH <br /> III=I�IIII <br /> ;mF2'MIN POINTS,SPACED 6-INCHES ON CENTER. z J <br /> II MIN -j2' <br /> _ 4. GRADE TOP OF TERMINATION BERM TO MATCH SURROUNDING GROUND <br /> GENERAL EARTH FILL IIII=IIII= =IIII-I(II SURFACE. w < <br /> =I I I I IIII- CLAY LINER o <br /> CUSHION -j 0- <br /> GEOTEXTILE 60-mil DOUBLE TEXTURED o c <br /> HDPE GEOMEMBRANE c) z <br /> EASTERN EDGE OF < U N <br /> CLAY LINER NATIVE 0 o p <br /> GROUND � � 1= <br /> � V <br /> w N <br /> SECTION a�D1 <br /> EASTERN BASE LINER TERMINATION SHT 4 3 <br /> AT ACCESS RAMP <br /> Eu'qy <br /> NTS <br /> No.22631 <br /> EMp. 12-31-05 A <br /> Sheet-5-of10 <br /> Rev <br />