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=1111 i• f• t• W EW I! l l! <br /> - 510 CHATEAU <br /> T- <10 Approximate HOSPITAL B- 58 <br /> E- 88 Groundwater <br /> X- 260 Flow Direction T- 340 <br /> B- 4,200 B- <125 E- 61 <br /> W TPH-g- 2,700 PROFESSIONAL T- 5,900 T- 3,800 X- 230 MW13 �! <br /> w <br /> MTBE- 230 BUILDING REALTOR E- 2,600 <br /> w MW9 E- 3,800 TPH-g- 1,500 <br /> 4 4 B- 160 X- 12,000 X- 18,000 MTBE- <50 <br /> B- TPH-g- 58,000 TPH-g- 53,000 <br /> T- <05 T- 360 MTBE- <1250MTBE- <625 <br /> E- 52 E- 470 <br /> X- <0 5 X- 1,100 MW10 <br /> TPH-g- 450 TPH-g- 7,800 <br /> MTBE- 7 4 MTBE- <50 ROSEMARIE LANE <br /> V3 RW4 MW12 <br /> { PSV1 • } <br /> �MW4 RVQ SM1 RW3 B- 730 B- <06 <br /> +P1 MW2 X T M0 B- 600 AROSEMARIE PARTMENTS T- 2,500 T- <05 <br /> 0 5 <br /> z PSV2p T- 3,200 E- 970 E- 0 5 <br /> LU a I SW1♦� X I E- 1,200 X- 2,900 X- <05 <br /> iw1 I X I V2 X- 3,500 TPH-g- 15,000 TPH-g- <50 <br /> �'N i I V4 MTBE- <125 MTBE- <2 5 <br /> �}lMW3 TPH-g- 20,000 <br /> • P2 I Former I RW1 MTBE- <250 LEGEND <br /> L Tank ——J_ <br /> Field i ♦ Air Sparging Wel! <br /> MW7r�i r , I I <br /> I MW5 O Permanent Soil Vapor Monitoring Well <br /> Former I Piezometer <br /> MW8 ' MW1 �I I Station <br /> Pump r i Building i Injection Well <br /> Islands I — Soil Vapor Extraction Well <br /> 8- 19 I L J (�} Recovery Well <br /> T- <0 5 —— Former <br /> B- 200 used Groundwater Monitoring Well <br /> T- 2.700 E- 41 Ori rank B- Benzene <br /> X- 11 T- Toluene <br /> E- 3,300 TPH-g- 490 E- Ethylbenzene <br /> X- 13,000 MTBE- 68 X-Xylenes <br /> TPH-g- 46,000 TPH-g- Total Petroleum Hydrocarbons as gasoline <br /> MTBE- <250 MTBE- Methyl t bury!ether <br /> Analytical results In micrograms per liter(IpA <br /> r <br /> Figure 1 Site map showing groundwater sample analytical results and — 0 60 120 <br /> ® approximate groundwater flow direction, former Exxon RS 7-3942, <br /> Stockton, California, 8 August 1996 Approx Scale (feet) <br /> 739421g4B96 FH4 <br />