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REMOVE PLYWOOD <br /> REMOVE FILTER x <br /> -- EXISTING GEOTEXTILE K Ili <br /> PERIMETER v <br /> U <br /> - <br /> BERM � PLYWOOD c <br /> � <br /> FILTER <br /> z GEOTEXTILE PERIMETER <br /> -... _.. _.... - <br /> -------------- ------------------------- BERM <br /> CGHEIOOGRID <br /> USNGEOTEXTILE CUSHI-_ON I=—II <br /> 1 C0 <br /> 1 �SUBGRADE W <br /> L SUBGRADE FILL ¢ 60 mil DOUBLE TEXTURED I f I I( VSUBGRADE FILL—\ <br /> FILL 60 mil DOUBLE TEXTURED Z Z F HDPE GEOMEMBRANE <br /> 3'MIN HDPE GEOMEMBRANE ¢ <br /> ANCHOR � o� ANCHOR <br /> ` TRENCH Ll-mIl TRENCH N <br /> GEOGRID <br /> 7 <br /> - - SUBGRADE FILL o <br /> N <br /> SECTION SECTION <br /> NTS SEE NOTE 3 SHT 3 NTS SHT 3 <br /> n <br /> U <br /> d <br /> O <br /> E <br /> T <br /> N <br /> Q aO <br /> O rn <br /> N � <br /> U 1-IA 1 <br /> Z I—O N <br /> 00Q <br /> GENERAL EARTHFILL / O 00 j.- <br /> GEOTIEXTILE \ FILTER Q 0 <br /> GEOTEXTILE - al g r <br /> 60mil DOUBLE <br /> D D HDPE �I III—III—III— �' a <br /> L 8�, rn <br /> GEOCOMPOSITE GEOMEMBRANE o OS'MIN GRANULAR <br /> \ DRAINAGE NET DRAINAGE MATERIA!. <br /> (' <br /> GEOGRID REMOVE EXISTING Z v <br /> 'MIN SOIL BERM rx Q <br /> 60 mit SINGLE GRANULAR DRAINAGE 1 W z if o <br /> / <br /> TEXTURED HDPE MATERIAL GENERAL L11 <br /> EARTHFILL REMOVE 60 mil HDPE Z <br /> GEOMEMBRANE -z GEOMEMBRANE °- <br /> GEOSYNTHETIC g VARIES REFUSE-� Z v o n <br /> CLAY LINER 7FE <br /> (BY OWNER) No ¢--- -- —Li <br /> -- Ob'MIN i -GRANULAR % , � BACKFILL WITH_ Lu <br /> a� FILTER DRAINAGE EXISTING --- ---- ---GENERAL EARTHFILL - ---- -- - -------- O��_. GEOGRID GEOTEXTILE CUSHION MATERIAL i VEGETATIVE OTEXTILE¢� GEOTEXTILE LAYER EXISTING REMOVE / E 1)10'MIN i -` CLAY LINER COARSE GRAVEL J CLAY PLUG ---(((3'MINEXISTING 31NCH DW <br /> SUBGRADE FILL �'+ i-OUMGAT'OPJ PERFORATED HDPE PIPE <br /> SECTION N 1_AYER REFUSE__1 <br /> STOP DECK CONNECTION SHT 3DECK CONNECTION SHT 3 J In <br /> J <br /> NTS Q <br /> NOTES: ZO w <br /> ¢ T o <br /> 1. OVERLAP EXISTING AND NEW GEOSYNTHETICS A MINIMUM 3-FEE[. O o <br /> Z <br /> 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL 3 V) <br /> z <br /> 3. REMOVE EXISTING GEOSYNTHETICS FROM EXISTING ANCHOR TRENCH. O 3 O <br /> OVERLAP GEOSYNTHETICS A MINIMUM OF 3-FEET.WELD THE EXISTING L` U <br /> AND NEW 60-mil HDPE GEOMEMBRANE. w <br /> N <br /> g SSI B� <br /> �,PR <br /> Ca <br /> i t <br /> Sheet-9—of 9 <br /> � `mag Rev <br /> Oy c <br />