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r <br /> EXEND CLOSURE CAP WITH GCL <br /> ADDITIONAL SOIL <br /> COMPACTED TO 90% RC <br /> EXISTING LANDFILL SURFACE CLASS I AGGREGATE BASE <br /> SMOTH DRUM ROLLED <br /> NEW DITCH ALIGNMENT W/ <br /> ANTI—EROSION MESH REMOVE EXISTING ROAD <br /> SURFACE <br /> OVERLAP <br /> FENCE <br /> ex.:• a <br /> • r <br /> . ro <br /> •„.Y.to d <br /> EXISTING CLAY BARRIER AS VERIFIED <br /> BY POT—HOLING REFUSE EXISTING HIGH—PRESSURE <br /> PETROLEUM PIPELINE <br /> .-' GCL <br /> DRAINAGE DITCH WITH MINIMAL <br /> � COVER OVER REFUSE <br /> NATIVE SOIL <br /> Investigate 06 Figs.dwg <br /> COUNTY OF SAN JOAQUIN SCALE: CORRAL HOLLOW CLOSURE CAP EXTENSION FIGURE 6 <br /> AS SHOWN SANITARY LANDFILL <br />