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� I♦ � i i i i i i i i i i!!!!!!� !!!!i i i i <br /> Approximate Groundwater CHATEAU <br /> Flow Direction HOSPITAL <br /> Gradient=0 003 to 0 01 <br /> z <br /> PROFE5510NAL L_ _ ����� MW13 <br /> W MW9 BUILDING REALTOR ( 1461) <br /> U' (12 48) <br /> MIN10 <br /> (-1382) <br /> ROSEMARIE LANE <br /> UVB MW2(-1312) V3 RW4 — <br /> PSV1MW12 <br /> (-12 53) UVB MWIUVB ( 13 57) (-1365) (-1288) <br /> MW4 ( RW77) (13 08) <br /> ♦SW2 <br /> Z Z) (-r2�139) {-1254 r ———�ry1(NA) �M WB(dry) <br /> Lu W 7 p W I Sw1 ( PSV2 OI <br /> IW1 a1 I 1 I V2(-12 59) <br /> W 1<0 to Q ( ) I V4 (NA) I RWi <br /> Z0 P2(12 17) 1 Former) 04 86 (-1281) <br /> = l Tank <br /> (0 MW7 Field —-— <br /> L1.1 {-132a)`,� �I i MWI I LEGEND <br /> ♦ Air Sparging Well <br /> Mw8 MW1 I Former 1 Permanent Soil Vapor Monitonng Well <br /> (12 01) O (12 15) Former I Station l • Piezometer <br /> Z Pum Building I ——j Former <br /> Islands 1 I used {� Injection Well <br /> L———--Oil Tank <br /> iif Sod Vapor Extraction Well <br /> Recovery Well <br /> Groundwater Monitoring Well <br /> (-1080) Elevation(ft msl) <br /> NA-Not Accessible <br /> 0 60 120 <br /> ® Figure 2 Groundwater elevations and approximate groundwater flow direction, <br /> former Exxon RS 7-3942, Stockton, California, 26 August 1997 <br /> Approx Scale (feet) <br /> 739421g0897 FH5 <br />