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CHATEAU <br /> HOSPITAL <br /> z <br /> LU PROFESSIONAL <br /> MV49 BUILDING REALTOR MW13 <br /> (-1406) ( 16 87) <br /> MW 10 <br /> (-1590) <br /> ROSEMARIE LANE <br /> V3 RW4 MW12 <br /> {} 14 67} PSV1,,,,� (-1566) (-1605) (-161,5) <br /> T MW4 RW2 SW2 W3 (.15 05) <br /> W •P1 �MW2 (-14 55) <br /> ROSEMARIE <br /> J (-14 26) (-14 00) V1 MW6(dry) APARTMENTS <br /> UJ z r <br /> v SW1l <br /> i (drY) PSV20O I <br /> w>E= W Nlwi I T I (-15 43 <br /> (0 W N Q (-1466) 1 I <br /> • P2 I(-1464) -0IMW3wi Approximate <br /> Z } 1 Former (_14 91) Groundwater <br /> Z (-14 43 L Tank __ (-14 76) Flow Direction <br /> Feld ——— <br /> LLJ EL _1� MW5 i I <br /> _ <br /> [ewl <br /> ~ I <br /> (-13 77) (-1A 01} J 1 Former <br /> O Former I Station I <br /> Z Pump I Budding I^--j Former LEGEND <br /> Islands <br /> Used <br /> I ___ I�-f Oil Tank <br /> Air Sparging Well <br /> Permanent Soil Vapor Monitoring Well <br /> • Piezometer <br /> Injection Well <br /> Soil Vapor Extraction Well <br /> Recovery Well <br /> (-1377) Elevation (ft msl) Groundwater Monitoring Well <br /> 0 60 120 <br /> ® Figure 3 Groundwater elevations and approximate groundwater flow direction, <br /> former Exxon RS 7-3942, Stockton, California, 4 November 1996 <br /> Approx Scale (feet) <br /> 7394P1g1196 FI-15 <br />