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SECTION %1 NORTH SIDE SLOPE LINER - BASE LINER TRANSITION SHTS NTS DETAIL SEE DETAIL L MATERIAL SHTS S -PERFORATED PROTECTIVE 64-0 DOUBLE TEXTURED HDPE LEACHATE OPERATIONS LAYER PROTECTIVE GEOCO (SEE NOTE 1) OPERATIONS LAYER DRAINAGGEE NET 6' PERFORATED FILTER GEOTEXTILE HDPE LEACHATE COLLECTION PIPE ___ GRANULAR DRAINAGE 1' MIN - _ MATERIAL iL 21 c H, q APPROX2 :... MIN GEOSYNTHETIC/// e9. o..vpo a>� 7'MIN CLAY LINER ILTER CUSHION GEOTEXTILE NATIVE / GROUND / SMIN , 1 2'MIN III � 2 MIN _ iB1 64-11 SINGLE TEXTURED60 HDPE GEOMEMBRANE EXTRUSION WELD ml DOUBLE TEXTURED HOPE GEOMEMBRANE (SEE NOTE 2) ------------ CLAY LINER 10 MIN APPROX. 12' CUSHION 2MIN PREPARED JIII, GEOTEXTILE GEOTEXTILE SECTION %1 NORTH SIDE SLOPE LINER - BASE LINER TRANSITION SHTS NTS DETAIL GRANULAR DRAINAGE PROTECTIVE MATERIAL OPERATIONS LAYER S -PERFORATED 64-0 DOUBLE TEXTURED HDPE LEACHATE HDPE GEOMEMBRANE COLLECTION PIPE PROTECTIVEOPERATIONS (SEE NOTE 3) FILTER GEOTEXTILE PLYWOOD SHEETING, 12 TI'. LAY CONTINUOUSLY ALONG LINER TERMINATION 2'MIN 21 c H, q 2MIN IN =111i�Ill 1' MIN GMIN ILTER CUSHION GEOTEXTILE NATIVE / GROUND / APPROX. 12 FEET III LINER SECTION iB1 1'MIN LEACHATE COLLECTION TRENCH AND PIPE SHT3 . NTS FILTER YMIN 2MIN PREPARED JIII, GEOTEXTILE PROTECTIVE GRANULAR DRAINAGE =IJ_IIII OPERATIONS LAYER MATERIAL V MIN ILII= CUSHION GEOTEXTILE GRANULAR DRAINAGE I'M N 2 MIN MATERIAL NATIVE / GROUND CUSHION ^— CUSHIOTILE / \ GEOTFXGROUND PLYWOOD NATIVE 80 mA DOUBLE TEXTURED SECTION iC1 HDPE GEOMEMBRANE _ BASE LINER TERMINATION II�I�I�MN SHT 3 CLAY LINER I NTS DETAIL i11 GEOTEXTILE BASE LINER DETAIL NTS BHT 3 G NOTES 1. THE FIRST 19 OF SIDE SLOPE PROTECTIVE OPERATION LAYER SHALL BE PLACED BY THE CONTRACTOR USING WHEELED LOADER MAIN NO EQUIPMENT LOADING ON THE SLOPE. SUBSEQUENT LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED BY THE OWNER IN CONDUCTION WITH WASTE PLACEMENT TOA MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER. 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. 3, PERFORATION PATTERN .Y- INCH DIAMETER HOLES AT PIPE THIRD POINTS, SPACED &INCHES ON CENTER. c EDGE OF GEOMEMBRANE FILTER GEOTEXTILE DETAIL SHT7 PROTECTIVEOPERATIONS TERMINATION BERM LAYER PLYWOOD SHEETING, 12 TI'. LAY CONTINUOUSLY ALONG LINER TERMINATION 21 c H, q GMIN ILTER 4'MN 2 1 2 GEOTEXTILE\ 1'MIN . YMIN 2MIN PREPARED JIII, �1% _ SUBGRADE IIII—LI'— —_� PAIN =IJ_IIII WESTERN / EDGE OF } �' CLAY LINER r APP OX. 17 ILII= CUSHION GEOTEXTILE GRANULAR DRAINAGE ` J MATERIAL NATIVE / GROUND 60 -mil DOUBLE TEXTURED HOPE GEOMEMBRANE / \ PLYWOOD CLAY LINER SECTION iC1 _ BASE LINER TERMINATION II�I�I�MN SHT 3 I NTS GEOTEXTILE G NOTES 1. THE FIRST 19 OF SIDE SLOPE PROTECTIVE OPERATION LAYER SHALL BE PLACED BY THE CONTRACTOR USING WHEELED LOADER MAIN NO EQUIPMENT LOADING ON THE SLOPE. SUBSEQUENT LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED BY THE OWNER IN CONDUCTION WITH WASTE PLACEMENT TOA MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER. 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. 3, PERFORATION PATTERN .Y- INCH DIAMETER HOLES AT PIPE THIRD POINTS, SPACED &INCHES ON CENTER. c