Laserfiche WebLink
4r <br /> B- <05 <br /> T- <0 5 B- 12,000 B- <05 <br /> E- <q 5 T- 27,000 T- <05 <br /> x- <0 5 Approximate E- 3,200 y0API AL TEAU E- <05 <br /> TPH-g-310 Groundwater x- 16,000 X- <05 <br /> MTBE- 18 TPH-g-100,000 TPH-g- <50 <br /> Flow Direction MTBE- <1 000 B- <25 MTBE- <2 5 <br /> ZW fD T- 680 <br /> PROFESSIONAL REALTOR E- 1,800 MW13 <br /> J <br /> BUILDING X- 7,000 <br /> B- 110 B- 230 TPH-g- 20,000 <br /> B- <0 5 T- 130 T- 8 0 MTBE- <125 <br /> T- 14 E- 280 E- 25 <br /> E- 54 X- 510 X- 23 <br /> x- <05 TPH-g- 5 300 TPH-g- 760 MW10 <br /> TPH-g- 770 MTBE- 95 MTBE- <25 <br /> MTBE- 15 ROSEMARIE LANE <br /> B- 16 <br /> T- <5 0 <br /> E- 78 VB-MW V3 RW4 MW12 <br /> X 40 UVB-MW11 UVB <br /> TPH-g- 1,340 Mwa Rw2 B- 300 <br /> MTBE 28 • +SW2 T- 480 <br /> P1 MW2 LPH-0 09' h4We E- 400 <br /> B_ 2Q r __ x- 970 <br /> w z T <5 0 Iw1 I SW1 PSV2 @I B- <05 TPH-g- 5,600 <br /> a o E 1 D I + I v2 T- <0 5 MTBE- <25 <br /> V4 MW3 I W1 E- <05 <br /> X <50 X- <05 <br /> ~ I TPH-g- 1,100 P2 I Former I TPH-g-<50 LEGEND <br /> MTBE- <25 Tank — <br /> MW Field j — MTBE- <2 5 ♦ Air Spargmg Well <br /> cc ° I I OO Permanent Sod Vapor Monitoring Well <br /> Lu <br /> QL MWt f 4 M4VI B- 840 • Piezometer <br /> MW8I E- 520 { Infection Well <br /> 1 Former I X- 1,100 <br /> Former I Station { TPH- 8,200S Soil Vapor Extraction Well <br /> Pump Building I^ 9 <br /> Islands l_ I MTBE- go Recovery Well <br /> —I Forme Groundwater Monitoring Well Z <br /> 3- 38 Used � <br /> T- 220 oil Tank B- 5,700 B- Benzene a <br /> T- 21,000 T- Toluene � <br /> E- 2,900 B- <0 5 a- <05 _ B. <4 5 B- <0 5 E- 2,660 E- Ethylbenzene M <br /> X- 7,100 T- <0 5 T- <()5 T- < X-X Penes <br /> TPH-g- 27,400 _ T- <0 5 0 5 X- 13,OQD y 0 <br /> E <0 5 E- <05 E- <05 E- <0 5 TPH-g- 86,600 TPH-9- Total Petroleum Hydrocarbons as gasoline s <br /> MTBE- <125 X- <06 X- <05 X- < MTBE- Methyl t-but 1 ether a <br /> X- <0 5 4 5 MTBE- <625 Y Y <br /> TPH-g- <50 TPH-g-<50 TPH-g-<50 TPH-g-<54 LPH- Liquid Phase Hydrocarbons M <br /> MTBE- <2 5 MTBE- <2 5 MTBE- <25 MTBE- <2 5 Analytical results In micrograms per liter(µg/L) <br /> C <br /> CL <br /> m <br /> Figure 1 Site map showing groundwater sample analytical results and 0 60 120 <br /> ® approximate groundwater flaw direction, former Exxon RS 7-3942, <br /> Stockton, California, 18 November 1998 Approx Scale (feet) e <br /> 3 <br /> ILL <br />