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DRIVEWAY DRIVEWAY DRIVEWAY <br />.16.00 <br />MW -20B <br />MW -20A <br />15.8m <br />W <br />J <br />0 <br />MW -3 <br />-17.63) <br />DW <br />9.90) <br />N-6 <br />I22) <br />MW -6A*** <br />CAR <br />WASH <br />MW -4 <br />(-16.90) <br />i U MW -118 MW -11A <br />REMEDIATION <br />COMPOUND j <br />q <br />EX -3 <br />(-2212) <br />MW -1 <br />(18.15) <br />i <br />SECOR <br />international <br />' Incorporated <br />A -ZONE <br />LEGEND: <br />KETTLEMAM LAME <br />WELL EN NTEiiV,4L <br />f <br />A -ZONE GROUNDWATER MONITORING <br />MW -1 <br />45-65 <br />WELL (CHEVRON) <br />MW -BA <br />45-65 <br />5 <br />MW -3 <br />45-65 <br />+ <br />B -ZONE GROUNDWATER MONITORING WELL <br />MW -4 <br />45-65 <br />(CHEVRON) <br />MW -5A <br />70-75 <br />45-85 <br />A6 <br />GROUNDWATER EXTRACTION <br />Mw -es <br />MW -9A <br />WELL (CHEVRON) <br />MW -7A <br />45-65 <br />MW -6 MW -SS <br />45-65 <br />(-17.09) <br />VAPOR EXTRACTION WELL <br />MW -9A <br />45-65 <br />(CHEVRON) <br />MW -10A <br />45-65 <br />7 <br />MW -11A <br />45-65 <br />GROUNDWATER MONITORING WELL <br />MW -12A <br />45-65 <br />(SHELL) <br />MW -13 <br />35-65 <br />0 <br />Q <br />MW -5 o <br />o <br />MW -9F3 <br />C] <br />IX -1 <br />53-65 <br />IX -2 <br />35-65 <br />00 <br />GROUNDWATER ELEVATION CONTOUR <br />IX -3 <br />60-80 <br />; � .17. <br />GROUNDWATER ELEVATION <br />c <br />FIAY <br />^• <br />(NS) <br />NOT SURVEYED <br />** <br />EXTRACTIONWELL(NOTUSEDFOR <br />XTRA TI <br />NGG <br />CONT�_• <br />ZM <br />INCONSISTANT SCREEN INTERVALNOT <br />USED FOR CONTOURING PURPOSE) <br />-4z <br />i <br />APPROXIMATE GROUNDWATER <br />FLOW DIRECTION <br />GOLDEN <br />(9 <br />=SHELL <br />OX <br />MW -10A <br />cm <br />(-17.07) <br />DRIVEWAY <br />MW-17B <br />.MW-10B <br />a <br />-i- <br />MW-10C <br />CITY OF LODI <br />t7 <br />MUNICIPAL <br />c <br />WELL#12 <br />N <br />o� <br />DRIVEWAY <br />MW -3 <br />0 60 120 <br />B <br />SCALE IN FEET <br />+ <br />i <br />SECOR <br />international <br />' Incorporated <br />A -ZONE <br />LEGEND: <br />WELL EN NTEiiV,4L <br />f <br />A -ZONE GROUNDWATER MONITORING <br />MW -1 <br />45-65 <br />WELL (CHEVRON) <br />MW -2 <br />45-65 <br />5 <br />MW -3 <br />45-65 <br />+ <br />B -ZONE GROUNDWATER MONITORING WELL <br />MW -4 <br />45-65 <br />(CHEVRON) <br />MW -5A <br />70-75 <br />45-85 <br />A6 <br />GROUNDWATER EXTRACTION <br />MW -6 <br />Ik <br />WELL (CHEVRON) <br />MW -7A <br />45-65 <br />MW -8A <br />45-65 <br />I + <br />VAPOR EXTRACTION WELL <br />MW -9A <br />45-65 <br />(CHEVRON) <br />MW -10A <br />45-65 <br />MW -11A <br />45-65 <br />GROUNDWATER MONITORING WELL <br />MW -12A <br />45-65 <br />(SHELL) <br />MW -13 <br />35-65 <br />0 <br />DESTROYED GROUNDWATER MONITORING <br />MW -20A <br />51-66 <br />WELL (SHELL) <br />IX -1 <br />53-65 <br />IX -2 <br />35-65 <br />00 <br />GROUNDWATER ELEVATION CONTOUR <br />IX -3 <br />60-80 <br />; � .17. <br />GROUNDWATER ELEVATION <br />(FEET BELOW MEAN SEA LEVEL) <br />(NS) <br />NOT SURVEYED <br />** <br />EXTRACTIONWELL(NOTUSEDFOR <br />XTRA TI <br />NGG <br />CONT�_• <br />INCONSISTANT SCREEN INTERVALNOT <br />USED FOR CONTOURING PURPOSE) <br />i <br />APPROXIMATE GROUNDWATER <br />FLOW DIRECTION <br />PR <br />Bi <br />19NOV2001 <br />077.43452.570 <br />: if <br />03/01/00 - 0.007 FT/FT <br />09/04/81 - 0.004 FTMT / <br />07(24100 - 0.0 CY7 <br />FT/FT-' ♦ I 03<21101 0.0022 FTIFT <br />11/19/01 - 0.0004 FTIFf <br />W25/00 - 0.003 FT/FT <br />,HISTORICAL GROUNDWATER <br />GRADIENT ROSE DIAGRAM <br />N <br />t <br />NOT TO SCALE <br />FIGURE 2 <br />FORMER CHEVRON SERVICE STATION #9~5775 <br />801 WEST KEniz AN LANE <br />i LODI, CALIFORNIA <br />A-ZO�E GROUNDWATER ELEVATION CONTOUR MAP <br />;I NOVEMBER 19, 2001 <br />