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titt7�■il �tt■i� t• t! tiles � Il♦ (l• � � � I♦ tt� lttttf♦ � f�� _ B- 890 ' CHATEAU T- <10 -` Approximate HOSPITAL E- 110 Groundwater B- 1,600 X- 220Flow Direction T- 15,000 W TPH-g- 4,400 B- 4,800 B- 370 E- 1,400 � PROFESSIONAL T- 5,600 T- 4,900 X- 6,500 MW13 MW9 BUILDING REALTOR E- 2,100 E- 3,500 TPH-g- 64,000 X- 8,700 X- 16,000 -- B- 84 B- 44 B- 170 _ TPH-g- 59,000 TPH-g- 76,000 _ _ --_ __ B- <05 T- <5 0 T- <1 0 T- 370 MTBE- <500 MTBE- 1,900 T- <05 E- 230 E- 12 E- 400 E- <05 X- 70 X- ll X- 1,100 !E E M W 10 X- <05 TPH-g- 3,300 TPH-g- 750 TPH-g-11,000 TPH-9- <50 B- 58 T- <5 0 -- V3 RW4 _ MW12 E- 370 _ - - -- - -- -- - - X- 390 PSVT a TPH-g- 5,400 r MW4 RW2 SW2Rw3 ♦ B- 2,200 B- <0 5 P1 MW2 Z Mwe� B- 590 AROSEMARIE PARTMENTS T- 13,000 T- <0 5 J U Z B- 6 3 F-- li PSV2QQ I T- 2,900 E- 2,200 E- <0 5 J-b T- <2 5 1 SWI E- 920 X- 9,700 X- <0 5 W N E- 77 IW 1 I T V2 X- 2,700 TPH-g- 78,000 TPH-g- <50 X- 43 I V4 MW3 TPM-g- 21,000 TPH-g-1,700 P2 I Former I Rwl I_ Tank -_ LEGE=ND Feld { I Air S ar in Well MW7 i � i i I { ♦ P 9 9 13- <0 5 i I MW5 B- 270 © Permanent Soil Vapor Monitoring Well Former MW8 T- <0 5 MW1` ' -� 1 station 1 T- 68 • Piezometer E- <05 Former I Building I E- 81 6} Injection Well X- <0 5 Islands I I L 1 TPH g- 2,200 Soil Vapor Extraction Well TPH-g- 190 B- 49 _ _I {} Recovery Well T- <2 5 Former B_ 190 used G� Groundwater Monitoring Well E- 65 Oil Tank T- 2,100 _ _ X- 17 - ---- B- Benzene T- Toluene E- 2,600 TPH-g-1,300 E- Ethylbenzene X- 10,000 X- Xylenes TPH-g- 57,000 TPH-g- Total Petroleum Hydrocarbons as gasoline MTBE- Methyl t-butyl ether Analytical results in micrograms per Mer(p 91L) Figure 1 Site map showing groundwater sample analytical results and 60 120 ® approximate groundwater flow direction, former E=xxon RS 7-3942, Stockton, California, 13 February 1996 Approx Scale (feet) 739421gO296 FH4