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- I <br /> I <br /> S <br /> � N <br /> PARKING <br /> D <br /> Q <br /> � 0 60 120 <br /> BP OIL Ld <br /> MW-1 SERVICE STATION Z SCALE IN FEET <br /> (20 13) \ � <br /> � EL GEND <br /> AMW-5 I Z � GROUNDWATER MONITORING WELL <br /> PARKING I (20 15) I MW-7 <br /> I (19 23 (1 7 79) GROUNDWATER ELEVATION IN <br /> 1 MW-2JACK IN FEET ABOVE MEAN SEA LEVEL <br /> (20 25)7 ol THE BOX <br /> � 18 DO — GROUNDWATER ELEVATION <br /> \ <br /> MW_300( � � CONTOUR IN FEET ABOVE <br /> (20 03) MEAN SEA LEVEL <br /> MW-4 � <br /> o AMCONTOUR INTERVAL-0 50 FOOT) <br /> (2o 19 p AMW-6 (i779)79) <br /> (18 q8) CALCULATED GROUNDWATER <br /> AMW-2 MW-5 p ppb D 004 MAGDNITUDEIENT DIIN <br /> FOOT IOT PER FOOT <br /> (20 7s) AMW-4 ` (20 37) CID <br /> `j 0 <br /> (20 24) 9 O0 1 <br /> ' <br /> TRACY BOULEVARD � � � <br /> MW-6 `7 <br /> 9 SO MW--8 <br /> (20 83) ' (19 16) <br /> FORMER <br /> EXXON CHEVRON <br /> O <br /> 1 ! <br /> 1 FIGURE 2 <br /> ' POTENTIONIETRIC GROUNDWATER <br /> ELEVATION CONTOUR MAP <br /> OCTOBER 15, 1997 <br /> AMW-1 I BP OIL SERVICE STATION NO 11194 <br /> (2q 49) m <br /> 2375 TRACY BOULEVARD <br /> TRACY. CALIFORNIA a <br /> . I PROJECT NO. 10-085 <br /> AL.ISTO ENGINEERING GROUP o <br /> WALNUT CREEK CALIFORNIA <br /> I <br />