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12" <br />URt COVER. SEE FIGURE <br />URE TOP. SEE FIGURE 2 AND 5 <br />TOP (TYP) <br />X 1 5/8" CHANNEL <br />DPE PROBE PIPE (TYP) <br />TI VE WELL ENCLOSURE <br />7 -EP HOLE <br />X 3/4" CARRIAGE BOLT INTO WET CONCRETE <br />E WELL NUMBER INTO WET CONCRETE <br />GROUND SURFACE <br />CONCRETE BASE <br />ENT SLURRY <br />W PROBE PIPE <br />IITE (TYP) <br />AVEL (TYP) <br />EDIATE PROBE PIPE <br />PIPE SAMPLING END (TYP) <br />'ROBE PIPE <br />PIPE END CAP. SEE FIG 5 <br />PIPE WEIGHT <br />OTTOM <br />GW ELEVATION 231 FEET <br />COUNTY OF SAN JOAQUIN' CORRAL HOLLOW GW -1A I FIGURE 1 <br />LANDFILL DESIGN <br />