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1 <br />E Llmjlljljljlm <br />PROTECTIVE ENCLOSURE AND <br />COVER. SEE FIGURE 2, 3, & 5 <br />PROBE PIPE VALVE (TYP) <br />3/4" HDPE PROBE PIPE (TYP) MARK <br />TO SHOW DEPTH SEE FIGURE 2 <br />1/4" WEEP HOLE <br />4" X 3/4e CARRIAGE BOLT IN WET CONCRETE <br />INSCRIBE WELL NUMBER INTO WET CONCRETE <br />GROUND SURFACE <br />yam' <br />CONCRETE BASE <br />—CEMENT SLURRY <br />PEA GRAVEL <br />SHALLOW PROBE PIPE <br />s Qe" <br />o .o <br />0 <br />CV <br />_ e <br />e <br />o PROBE TIP TO BOTTOM <br />¢ OF ROCK SECTION (TYP) <br />5'-0" (TYP) BENTONITE (TYP) <br />' 8 ° PEA GRAVEL (TYP) <br />� � o <br />INTERMEDIATE PROBE PIPE <br />PROBE PIPE SAMPLING END (TYP) <br />6" (TYP) Maj DEEP PROBE PIPE <br />GW ELEVATION 231 FEET (69 FEET DEEP) <br />NOTE: DEPTHS TO PEA GRAVEL AND BENTONITE <br />MAY BE ADJUSTED TO AVOID OBSTRUCTION OF HIGH <br />PERMEABILITY LENSES, IF ANY. <br />NAA CorralHollow\CH•TrlpleHDPE SollGasWeg.dwg <br />COUNTY OF SAN JOAQUIN <br />PROBE PIPE WEIGHT (TYP) <br />PROBE PIPE END CAP. SEE FIG 2 <br />WELL BOTTOM <br />8" MIN <br />CORRAL HOLLOW I GW -1A I FIGURE 1 <br />LANDFILL DESIGN <br />