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�1'/f X///YX l4 a <br />.4 <br />c° <br />I ° <br />° <br />°o°-7'-5" <br />00 o <br />WATERTIGHT MANHOLE <br />12 -INCH I.D. <br />4 -INCHES <br />�� -PDQ <br />6D -D 0 0 <br />°° <br />o <br />°e <br />°p°° <br />45'-0' o00 <br />00 0 <br />,00 000° o <br />00 <br />o <br />00 0 °< <br />°°O°° <br />°00 °o <br />o <br />° o ° <br />°° ° ° <br />° °< <br />°0°0° 0 o <br />0 0 °o <br />0a 0 00 <br />00 o 00 <br />a 00 <br />BENTONITE SEAL 0 0 0° 00 o 1 <br />° ° <br />0 0 00C 0 <br />2 -INCH DIAMETER <br />WELL WITH .010 <br />MESH SLOTED SCREEN <br />- GROUT <br />— BENTONITE SEAL <br />2 -INCH DIA. SCHED. 80 <br />PVC CASING (SCREWED) <br />8 -INCH DIA. BOREHOLE <br />8.625 -INCH DIA. SCHED. 10 <br />PVC CONDUCTOR CASING <br />(SCREWED) <br />15.5 -INCH DIA. BOREHOLE <br />4'-0° <br />1 <br />10'-0" <br />1 <br />NO. 1C SAND <br />CHEVRON SERVICE STATION 9-2033 <br />508 WEST CHARTER WAY <br />STOCKTON. CALIFORNIA <br />GROUNDWATER ASSESSMENT WORK PLAN <br />GENERALIZED DOUBLE -CASED <br />MONITORING WELL CONSTRUCTION <br />(� ' ARCADES BBL I FIGURE <br />