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r FIGURE 3 <br /> AREA ®ASE MATS <br /> WITH. <br /> LOCATION FOR <br /> OFFSITE MONITOR <br /> HARDING WELL MW7. <br /> j <br /> E Yd-B MW-4 . <br /> L restaraunt H <br /> ,e <br /> OPUMP AT(D �� N <br /> A T <br /> Afalsil � E <br /> D Mw-1 ❑ :shops i R <br /> O S <br /> 5 EXCAYA ION <br /> x " T <br /> \ s R <br /> T \�// Mw-5 MW 2 t E <br /> R <br /> E <br /> E T <br /> E v <br /> T KIW-3 STOI?Ed <br /> d ,1 <br /> church <br /> i <br /> t . r <br /> apartments r ` <br /> rel&ll shops <br /> It <br /> '1 1 <br /> �s <br /> A Or <br /> x"'�� <br /> accounting <br /> yy <br /> credlfirm i <br /> y, l anion '� <br /> 0M N-7 — <br /> ;! lJ <br /> WILLOWSTREET 3 <br /> 0' 50' 100' <br /> FIGURE 3A <br /> u j FORMER REGAL STATION 604 <br /> SCALE : 1 50' 1448 ELDORADO STREET <br /> STOCKTON, CALIFORNIA <br /> PROPOSED WELL PROJECTED SECTION 2; TIN; R6E; <br /> ----- <br /> +. EXISTING MONITOR <br /> #A W.3 WELL. PROPOSED LOCATION FOR MONITOR <br /> WELL MW-7 (DOWNGRADIENT). <br /> BENZENE CONCENTRATIONS <br /> IN GROUND WATER IN PART <br /> PER BILLION PPB. N O R T H <br /> 23 <br />