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09-Apr-03 <br /> Q. C) <br /> r 3M N <br /> t EXPLANATION = T <br /> McDonald's Restaurant MW-10 Groundwater momtonn well <br /> O � <br /> 1246Delta Market Building g () CO <br /> (<0 50) <br /> Groundwater elevation contour in feet i <br /> d � a) <br /> (<5 0) referenced to mean sea level (ft msl) C <br /> ❑ Arrows indicate approximate 3: v <br /> groundwater flow direction = O <br /> 1164 Groundwater elevation in ft ms] <br /> O <br /> (0 89) Benzene concentration in parts per 0 V <br /> billion(ppb) E <br /> �ld <br /> 22,p (6 I) MTBE concentration in ppb <br /> WEST CHARTER WAY <x Not detected at reporting limit x V <br /> Approximate hydraulic gradient= 0 005 <br /> MW-9 MW-7 V <br /> -11.22 I -1186 2? <br /> (130) (<0 50) <br /> 240) MW-4 (<5 0) <br /> ' I -11.64 <br /> Existing -II, (0 89) <br /> j USTs 25— (6 I) Q <br /> MW-8 Cie <br /> -1127 MW-2 <br /> - -'1------ - - (<0 50) -- - ---11.71 <br /> `'a (420) �6 8) 11.73 Q <br /> Denny's (<050) Best Western Motel V <br /> Restaurant <br /> v (<5 0) <br /> MW-6 <br /> -1173 <br /> Building , pFormer <br /> � <br /> (<0.50) MW-3, <br /> (<5 0) -1178 <br /> (<0 50) 3 <br /> ST <br /> (10) <br /> , <br /> o <br /> MW-1 I a U) <br /> 1180 <br /> (<0 50) <br /> Best Western Motel <br /> (<5 0) <br /> N— <br /> City of Stockton Building Remediation Equipment e <br /> � � a <br /> Enclosure and Piping ca <br /> q1 ca <br /> m cu <br /> � � o <br /> Scale(ft) U C7 <br /> FIGURE <br /> 0 20 40 80 ,� m 0 <br /> 2 - � � <br /> U <br /> O O <br /> � 0co <br />