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a <br /> M <br /> O <br /> GEOTEXTILE CUSHION <br /> 2' OPERATIONS SOIL LAYER ol <br /> 0.75' CRUSHED ROCK DRAINAGE LAYER I LCRS PIPE, SPACING AT 150' q TO CL <br /> (TYP.) <br /> a <br /> 4. <br /> a <br /> O <br /> • o <br /> CRUSHED ROCK <br /> GEOTEXTILE SEPARATOR <br /> PPER PLAN <br /> PER PLAN N <br /> — o <br /> N <br /> Co <br /> o <br /> ' + 3 1 1 MIN. <br /> 60 MIL HDPE GEOMEMBRANE � % <br /> TEXTURED BOTH SIDES <br /> GEOSYNTHETIC CLAY LINER (GCL) 1 //\\/�\�/�\�// <br /> 3 / /\�\/\\//�� 4" OR 6" DIA. PERFORATED SDR 15.5 HDPE LCRS <br /> 1 PIPE (SEE DRAWING F2) PERFORATIONS PER 9 a <br /> FOUNDATION LAYER PREPARATION F3 F375 <br /> F3 F4 a <br /> N <br /> LEACHATE COLLECTION AND REMOVAL SYSTEM (LS) <br /> WITH ALTERNATIVE FOR CRUSHED ROCK <br /> DETAIL <br /> sA s�► <br /> 1"=2' f5 f3 ' N5 N3 <br /> [AApp <br /> E 05 Ot 03 FIGURE 2-DETAIL 6A <br /> N CBD COUNTY OF SAN JOAQUIN <br /> F COPE [REVISED DETAIL FOR USE OF CRUSHED ROCK <br /> "' EMCON/OWT, Inc. OJECT N0. PROJECT PLANS <br /> 835608 CONSTRUCTION OF TWO LANDFILL MODULES <br />