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v8-ocr-011 <br /> It: CL Y <br /> N <br /> O � <br /> EXPLANATION C r CO <br /> O O <br /> Groundwater monitoring well (.? o� <br /> L <br /> L � <br /> yGroundwater elevation contour in feet 4-a <br /> referenced to mean sea IeveI (ft msl). Arrows cc <br /> / Indicate approximate groundwater flow � C <br /> direction. O <br /> WOOD AVENUE -5.67 Groundwater elevation in ft msl V <br /> (110) Benzene concentration in parts per billion(ppb) 0 <br /> S-5 + <br /> -9.54 (243) MTBE concentration in ppb <br /> NS <br /> -9.52 <x Not detected at detection limit x <br /> NS NS Not sampled C.a <br /> Approximate hydraulic gradient=0.0007 to 0.0016 <br /> 9s� Note: All analyses by EPA Method 8260 <br /> APN <br /> APN 113-042-4 <br /> -9 113-042-3 <br /> ur APN <br /> Z APN JI <br /> ►��" 113-042-1 <br /> Wks. , 46 '---.S-3 Q <br /> J� -9.43 <br /> �[ (cU.SU) <br /> (c5.0) m <br /> $ <br /> Q <br /> BPn6V (J Former Waste (-) <br /> Service Station Oil UST <br /> APN IS-1 <br /> 123-232-46 S-2 -9.44 <br /> -9.31 (29) <br /> (19) '-Former USTs (<5-0) <br /> (350) <br /> Former Bank of <br /> the West Branch APN APN <br /> Former UST I <br /> 113-042-14 113-042-13 <br /> — — <br /> L - - J <br /> C <br /> s-4 O <br /> -9.31 Sidewalk_„. }, <br /> ( 0.50) <br /> (<5.0) <br /> Q} � <br /> V <br /> COUNTRY CLUB BOULEVARD Q <br /> Q M <br /> V} m <br /> 'c <br /> L <br /> Co <br /> - Scale(ft) FIGURE L. <br /> O <br /> 0 20 40 80 E 00 <br /> L � U <br /> a OC\j <br /> O <br /> O I.L r CA <br />