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12" <br />• <br />ENCLOSURE COVER. SEE FIGURE <br />3 <br />ENCLOSURE TOP. SEE FIGURE 2 AND 5 <br />PROBE TOP (TYP) <br />1 5/8" X 1 5/8" CHANNEL <br />3/4" HDPE PROBE PIPE (TYP) <br />PROTECTIVE WELL ENCLOSURE <br />1/4" WEEP HOLE <br />SET 4" X 3/4" CARRIAGE BOLT INTO WET CONCRETE <br />INSCRIBE WELL NUMBER INTO WET CONCRETE <br />GROUND SURFACE <br />CONCRETE BASE <br />3 CEMENT SLURRY <br />E I16"r'_te <br />"k <br />SHALLOW PROBE PIPE <br />t r 944 ��� W 14 <br />WIRE (TYP) <br />BENTONITE (TYP) <br />PEA GRAVEL (TYP) <br />INTERMEDIATE PROBE PIPE <br />PROBE PIPE SAMPLING END (TYP) <br />DEEP PROBE PIPE <br />f'ov �, r w e4.0tA <br />— PROBE PIPE END CAP. SEE FIG 5 <br />— PtkBE 'NPE WENHT <br />WELL BOTTOM <br />8" MIN <br />/V v -----jr—GW ELEVATION 231 FEET <br />COUNTY OF SAN JOA UIN I CORRAL HOLLOW I GW -1A I <br />FIGURE 3 <br />Q LANDFILL DESIGN <br />