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FIGURE 3 <br /> WITH BENZENE P <br /> CONCENTRATIONS IN <br /> GROUND WATER ON <br /> 111 2190 <br /> HARDING WAY LOCATIONS FOR <br /> OFFSITE MONITOR <br /> WELL <br /> MW-8 <br /> - 6 7-�- -- --� --- <br /> E _ W 6 Mw- ! <br /> L <br /> restaraunt H <br /> U <br /> D PUMPISLA`ND f I �_ T <br /> I <br /> R �"y I �etalr ! E <br /> A '4C <br /> " ' 1�6-1 F1sops ; R <br /> $ VA/ k�ON l�- R <br /> T MW-2 E <br /> E <0 3 - _ T <br /> E -3 ----- <br /> 1- STORE <br /> ® - ----- church <br /> apartments r-11 1, <br /> retail shops <br /> ,1 <br /> , <br /> MW-7 0 <br /> ra7ccounting N 11 1credit union <br /> 1 <br /> , <br /> — — ---s—__--" - - --- ----------- ---- --- - -- - <br /> 0' 50' WILLOW STREET <br /> 100' FIGURE 3 <br /> L =T_1-_.I�-J=1-[1 L-1-1=1 FORMER REGAL STATION 604 <br /> SCALE - 1 - = 60 ' 1448 EL DORADO STREET <br /> STOCKTON, CALIFORNIA <br /> U PROPOSED WELL PROJECTED SECTION 2, T i N, RGE, <br /> LOCATIONS <br /> IMDB&M <br /> t) WELL 1NG MONITOR PROr-OSED LOCATIONS FOR <br /> MW-3 OVERHEAD ELECTRICAL <br /> ® - - - - - ETC LINES MONITOR WELLS; IrAW-5, MW-6, MW-7 <br /> AND MW-6 <br /> BENZENE CONCENTRATIONS N O R T H <br /> IN GROUND WATER IN PART <br /> PER BILLION PPB <br /> • <br />