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$"7 Approximate Groundwater CHATEAU <br /> Plow Direction HOSPITAL <br /> Gradient=0 003 to 0 02 <br /> z <br /> W -,�- i PROFESSIONAL REALTOR <br /> MW9 BUILDING M(89 <br /> Lu (-729) <br /> (8 9D) <br /> MW10 <br /> ROSEMARIE LANE <br /> U(a D W2 V3 RW4 MW12 <br /> PSVT <br /> 37) RW2 {WB-Nii 1 UVB {-11 01) <br /> MW (8 25) (7 48) <br /> 4 (-7 59) TSW2 <br /> Lu P1 MW2 M (NA) <br /> (-732) (-7:37) ——— vi <br /> i37) <br /> W { IWi I SW111 PSV2 OI <br /> -1 z U 0 ¢ (- 25) I (NANA) i V2 (-7 48) <br /> LU>T cc VAI <br /> V)w m _Z P2 (7 19) (7 35) MW3 +R <br /> Tank L Former <br /> —— (-148) <br /> 6 MW7 Field — 1 <br /> W (-713) 1 LEGEND <br /> Air S ar in Well <br /> z (-6 s7) p 9 9 <br /> ti <br /> s s j 0O MWW1 I Former I O Permanent Sod Vapor Monitoring Well <br /> (-705) Former I Station ! • Piezometer <br /> Z Pump I Budding <br /> Islands I L I � Injection Well <br /> I-———— Former <br /> Used 0 Soil Vapor Extraction Well <br /> Oil Tank Recovery Well <br /> — Groundwater Monitoring Well <br /> (-697) Elevation(ft msl) <br /> NA-Not Accessible <br /> 0 60 120 <br /> Figure 3 Groundwater elevations and approximate groundwater flow direction, <br /> ® former Exxon RS 7-3942, Stockton, California, 20 May 1998 <br /> Approx Scale (feet) <br /> 73942180598 FH5 <br />