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I <br /> I <br /> PARKING }' <br /> Q � <br /> -- � } <br /> W 0 40 80 <br /> MW-1 z <br /> (19 92) <br /> J � <br /> I ` SCALE IN FEET <br /> \ BP OIL Q -LEdEND <br /> \ SERVICE STATION (a! <br /> GROUNDWATER MONITORING WELL <br /> PARKING M � (1'9,19) � GROUNDWATER RECOVERY WELL <br /> AMW-5 (199 96)96 ,SACK w � <br /> \ (19 89) ` ' THE BOX (1+7 70) GROUNDWATER ELEVATION IN <br /> FEET ABOVE MEAN SEA LEVEL <br /> r 18 00 -, GROUNDWATER ELEVATION <br /> I \ I I CONTOUR IN FEET ABOVE <br /> I ` MW-3 I z7s MEAN SEA LEVEL <br /> `(19 88)f \ (CONTOUR INTERVAL-0 50 FOOT) <br /> / CALCULATED GROUNDWATER <br /> MW-4 0 \ ! $ 1 �, 0 01 GRADIENT DIRECTION AND <br /> AM <br /> 5 ) (20 07) AMW-6 0 0 1 o MAGNITUDE IN FOOT PER FOOT <br /> (20 50) o <br /> oo AMW-3 <br /> (20 04) CD <br /> MW-5 , l acs (17 70) <br /> (20 04) ] y <br /> TRACY BOULEVARD <br /> MW-6 Mw-8 + <br /> (20 30) NOT MONITORED <br /> FIG�RE 2 <br /> FORMER <br /> EXXON CHEVRON POTENTIOMETRIC GROUNDWATER <br /> EL ATION CONTOUR MAP <br /> OC OBER 4, 1995 <br /> AMW-1 BP OIL SERVICE STATION NO 11194 <br /> (20 31 ) 2379 TRACY BOULEVARD <br /> TRACY, CALIFORNIA <br /> • PROIJECT NO. 10-085 <br /> �ALISTO ENGINEERING GROUP <br /> /�\ WALNUT CREEK, CALIFORNIA <br />