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EXEND CLOSURE CAP WITH GCL <br /> ADDITIONAL SOIL <br /> COMPACTED TO 90% RC <br /> NEW DRAINAGE DITCH ALIGNMENT <br /> EXISTING LANDFILL SURFACE W/ANTI—EROSION MEST <br /> LOCATION VARIES CLASS I AGGREGATE BASE <br /> SMOOTH DRUM ROLLED <br /> OVERLAP REMOVE EXISTING ROAD <br /> 5 FT SURFACE <br /> w� <br /> . -- FENCE <br /> 2% --® 2% 2%� 37 <br /> 2% MIN�.- <br /> •e. <br /> EXISTING CLAY BARRIER AS VERIFIED EXTEND GCL TO <br /> BY POT—HOLING EDGE OF ROAD <br /> POT—HOLE IN WHICH BARRIER REFUSE EXISTING HIGH—PRESSURE <br /> LAYER IS FOUND <br /> PETROLEUM PIPELINE <br /> EDGE OF EXISTING CLAY LAYER <br /> (UNCERTAIN) GCL (SEE FIG 5) <br /> POT—HOLES <br /> DRAINAGE DITCH WITH MINIMAL <br /> COVER OVER REFUSE <br /> NATIVE SOIL <br /> InvesBgate Phase 2 06 <br /> Fgs.dwg <br /> COUNTY OF SAN JOAQUIN SCALE: CORRAL HOLLOW TYPICAL CLOSURE CAP EXTENSION FIGURE 4 <br /> NONE SANITARY LANDFILL Rev 9-28-06 <br />