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B- 2,500 T- 68 Approximate CHATEAU E- 110 Groundwater HOSPITAL B- 360 X- 490 Flow Direction Z n- MW9 g- 8,300 T- 750 B- 7,600 B- 110 E- 230 w PROFESSIONAL T- 10,000 T- 7,200 X- 480 MW13 r: B- 55 BUILDING REALTOR E- 2,700 E- 4,100 TPH-g- 6,300 T- <5 D X- 12,000 X- 19,000 E- 160 B- 9 1 B- 350 TPH-g- 90,000 TPH-g- 70,000 B- <0 5 X- 110 T- <10 T- 670 T- <05 7 TPH-g- 2,400 E- 87 E- 560 MW10 E- <05 X- 29 X- 1,500 X- <05 B- S8 TPH-g- 520 TPH-g-12,000 ROSEMARIE LANE TPH-g- <50 T- <10 V3 RW4 MW12 E- 350 X- 400 PSV1 TPH-g- 4,700 MW4 RW2 sW2♦ RW3 B- 48 T- 25 B- 1,400 B- <05 w z Pi MW2 -TM-- MW6 X 56 ROSEMARIE T- 11,000 T- <05 APARTMENTS �Qo SW1 PSO g- E- 1,600 E- <05 =a a B- 20 IWi + v TPH- 720 X- 7,400 X- <05 `�o n T- <5 0 V4 TPH-g- 59,000 TPH-g- <50 E- 58 P2 MW3 B- 780 X- 40 LFormer RW1 T- 4,000 7PH-g- 1,40D Tank- -__ I E- 1,300 LEGEND Field MW7 I X- 4,300 ♦ Air Sparging Well I I I M TPN-g- 32,000 © Permanent Soil Vapor Monitoring Well B- <05 MW1� J � � Former fI • p g ' MW8 T- <0 5 Former Building I B_ 97 Piezometer E- <0 5 pump I T- 24 Infection Well X- <05 Islands i- L E- 42 Soil Vapor Extraction Well TPW-g- 130 B- 34 - Former X- 1,300 Recovery Well B- 680 T- 41 Used TPH-g- 5,600 Groundwater Monitoring Well T- 5,900 E- 83 Oil Tank E- 4,700 X- 1,000 B- 14 B- Benzene T- Toluene X- 19,400 TPH-g- 5,200 T- 12 E- Ethylbenzene TPH-g-80,000 E- 7 5 X-Xylenes X- 4 8 TPN-g- Total Petroleum Hydrocarbons as gasoline � TPH-g- 350 Analytical results in micrograms per liter(p g/L) Figure 1 Site map showing groundwater sample analytical results and 0 60 120 ® approximate groundwater flow direction,former Exxon RS 7-3942, Stockton, California, 11 May 1995 Approx Scale (feet) 73942VI595 FH4