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• WATERTIGHT MANHOLE 12-INCH I D <br /> LOCKING WELL CAP <br /> w 4 a r * 7 < r <br /> 1, / a <br /> " L <br /> PAVEMENT <br /> CONCRETE <br /> ss, GROUT <br /> B9' 36 <br /> 75' <br /> GROUNDWATER SURFACE <br /> 2-INCH DIAMETER PVC <br /> 0 020 - WELL CASING <br /> 8-INCH DIA BOREHOLE <br /> . BENTONITE SEAL <br /> T NO 3 MONTEREY SAND <br /> 1' 2 - INCH DIAMETER WELL <br /> 0 020 - INCH SLOTTED <br /> 5' WELL CASING <br /> NOT TO SCALE <br /> NOTE Typical diagram, as requested by the San Joaquin County Environmental Health Division, the <br /> screened interval of deep monitoring wells will be in the most permeable soil layer below historical <br /> deepest depth to groundwater <br /> =49DEW PLATE <br /> DEEP COMPLETION WELL DIAGRAM <br /> . 6R� E &WOMVENTAL <br /> NEsocuno�+rs iNc FORMER UNOCAL SERVICE STATION 5098 ZO <br /> 5606 Pacific Avenue <br /> PROJECT 2279 STOCKTON, CALIFORNIA <br />