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W111111111111 Iiiiiiiiiiiiip loop IREW JJJr B- 490 T- 60 Approximate CHATEAU E- 38 Groundwater HOSPITAL B- 150 X- 110 Flow Direction T- 1,144 LU TP�- TPH-g 1,200 B- 9,600 B- <200 E- 190 w T- 15,000 T- 6,500 X- 590 Mw13 J MW9 PROFESSIONAL B <5 0 BUILDING REALTOR E- 4,600 E- 4,400 TPH-g- 3,100 T- 80 X- 20,000 X- 20,000 --� B- 28 B- 200 — TPH-g-100,000 - TPH-g- 56,000 -- --- - — - -� B- <05 E- 350 T- 420 T- <0 5 X- 230 T- 20 E- <0 5 E- 35 E- 430 MW10 - 2,900 X- <0 5 X- 1,000 X- 7 2 TPH-g- 870 TPH-g-12,000 ROSEMARIE LANE TPH g- <50 B- 67 V3 RWa Mwtz - 54 — _ --- - - - ----- - — - - T E- 430 - — - - -- -— - - -X- 420 PSV1 TPH-g- 4,100 MWa R012 SW2 RW3 8- 590 8- <05 P1 MW2 ROSEMARIE T. 4,500 T <a 5 V1 MW6 APARTMENTS viz - - -I *I B- 820 E- 970 E- <05 _J90 I Sw11 Psv2 T- 4,000 X- 3,700 X- <0 5 =¢a B- 62 IW1 T IV2 E- 1,500 w W u", T- <2 5 V4 I TPH-g- 17,000 TPH-g- <50 MW3 X- 4,600 E- 70 P2 I Former I RW1 TPH-g- 24,000 X- 42 1 Tank -_- _ LEGEND TPN-g- 1,400 Field I l MW7 + i i i I I T Air Sparging Well I MW5 B- 45 O Permanent Soil Vapor Monitoring Well B- <0 5 Mwt I Former I T- 59 • Station piezometer MWB T- <0 5 Fortner I Building I E- 19 Injection Well E- <0 5 Pump I I X- 440 X- <0 5 Islands I I I TPH-g- 2600 Z Soil Vapor Extraction Well , TPH-g- 140 B- 80 I Former + Recovery Well B- 520 E T- <5 0 oUT dJ Groundwater Monitoring Well nk T- 4,700 150 —-- B- Benzene E- 4,800 X- 130 - B <0 5 T- Toluene X- 17,000 TPH-g- 2,800 T- <0 5 E- Ethylbenzene E- 072 X- Xylenes TPH g- 65,000 X- 1 5 TPH g- Total Petroleum Hydrocarbons as gasoline TPH-g- B5 Analytical results in micrograms per Mer(µ91L) Figure 1 Site map showing groundwater sample analytical results and `— 60 120 approximate groundwater flow direction,former Exxon RS 7-3942, Stockton, California, 24 August 1995 Approx Scale (feet) 739421gB95 FH4