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av r <br /> ri <br /> O <br /> Ct <br /> G <br /> G <br /> a <br /> 3 <br /> r <br /> d <br /> a <br /> r <br /> Li <br /> 0 <br /> C. <br /> 2' BASE OPERATIONS SOIL LAYER <br /> 0.75' LCRS CRUSHED ROCK DRAINAGE LAYER <br /> GEOTEXTILE CUSHION <br /> GEOTEXTILE SEPARATOR <br /> PER PLAN o <br /> 7 77 <br /> ® v, <br /> 2' r <br /> O <br /> Ut <br /> • � 3 <br /> O <br /> 0.75' <br /> 60-MIL HDPE GEOMEMBRANE, <br /> TEXTURED BOTH SIDES FOUNDATION LAYER PREPARATION <br /> GEOSYNTHETIC CLAY LINER (GCL) <br /> ASE LINER SYSTEM <br /> WITH ALTERNATIVE FOR CRUSHED <br /> 1A 1 1A 1 <br /> 1 "=2' F2,F3 F3 F4,F5 F3 ' 2, W3 4 N3 <br /> DATE 05/01/03 FIGURE 1 -DETAIL 1A <br /> DwN CBD COUNTY OF SAN JOAQUIN <br /> APP F COPE REVISED DETAIL FOR USE OF CRUSHED ROCK <br /> EMCON/owr, Inc. REv PROJECT PLANS <br /> PRO,�CT N0. <br /> 835608 CONSTRUCTION OF TWO LANDFILL MODULES <br />