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g <br /> v. <br /> N <br /> t0 <br /> r <br /> O <br /> GEOTEXTILE CUSHION <br /> 2' OPERATIONS SOIL LAYER <br /> FO.75' CRUSHED ROCK DRAINAGE LAYER (LCRS PIPE, SPACING AT 150' q TO <br /> (TYP.) <br /> ¢ <br /> J <br /> ` O <br /> GEOTEXTILE SEPARATOR <br /> CRUSHED ROCK <br /> PER PLAN PER PIAN <br /> N <br /> / O <br /> lo <br /> 1'MIN. ' <br /> 60 MIL HDPE GEOMEMBRANE 3 % <br /> � o <br /> TEXTURED BOTH SIDES <br /> GEOSYNTHETIC CLAY LINER GCL) � ��������j � � ' ` <br /> { 1 \ \\�\\� \ 4" OR 6" DIA. PERFORATED SDR 15.5 HDPE LCRS ° <br /> 3 \\\\j\\j\\ PIPE (SEE DRAWING F2) PERFORATIONS PER 9 S <br /> FOUNDATION LAYER PREPARATION1 <br /> F3 f3 f3 f4 0 <br /> c <br /> c <br /> LEACHATE COLLECTION/� ®®/AN REMOVAL SYSTEM f�� (LCRS) V <br /> WITH ALTERNATIVE FOR.CRUSHEDROCK Z <br /> DETAIL <br /> 6A 6A <br /> 1 <br /> [App <br /> ATE 05WN <br /> O3 FIGURE 2-DETAIL 6A <br /> WN CBO COUNTY OF SAN JOAOUIN <br /> F COPE REVISED DETAIL FOR USE OF CRUSHED ROCK <br /> EMCON/OWT, IncV ---T N0. PROJECT PLANS <br /> 835608 CONSTRUCTION OF TWO LANDFILL MODULES <br />