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�� ����� � �� *� � � � � t� � >• fly �l• l• <br /> I? Mw11 <br /> MW9 PROFESSIONAL 1 [<50) <br /> D BUILDING REALTOR CHATEAU 1 <br /> 7 ELEVEN <br /> (Dry) <br /> HOSPITAL <br /> _ MW 10 <br /> ROSEMARIE LANE / (Dry) c <br /> 1 0 <br /> a <br /> ,�,�� V3 Rw4 MW 12 <br /> vi (110,000) (120,0130) <br /> 2 RW3 (LPH) <br /> SHELL Z MW4 (8,500) / <br /> SERVICE W + (Dry) <br /> STATION (2,900) (Dry) _ ._(180,000)1 V11 MW6(Dry} ? <br /> Z � I I PSYO2 / ? <br /> twi <br /> U) i Former 1 V2 ROSEMARIE <br /> LPH} Tank <br /> 1(220' O) APART S <br /> U.1 P2 <br /> 2 P2 (2,100) I I (Dry) (92000)— <br /> r <br /> I l <br /> Z (� I Former 1 <br /> Station I MWS -E Injection Well <br /> MW8 Former I Building 1 (Dry) <br /> (Dry) Mw1 Pump I 1 I O Permanent Soil Vapor Monitoring Well <br /> (Dry) Islands I l r_I + Piezometer <br /> L___ Soil Vapor Extraction Well <br /> Former <br /> Used Recovery Well <br /> Oil Tank I Groundwater Monitoring Well <br /> I <br /> NORTH scale o 50 ft <br /> Drawn RK pate 9/16192 <br /> Figure 2 Isoconcentratlon contours of TPH-g (jag/L) In samples of groundwater, former Exxon ISS Reviewed Date �d 16 <br /> ® 7-3942, Stockton, California, 13 August1992 Rev 1 Date <br /> Final Date (,(/,V i <br /> MD R W13942JOT PJS E PT 92 <br />