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CHATEAU <br /> d Approximate Groundwater HOSPITAL <br /> Flow Direction <br /> Gradient= 0 007 to 0 02 <br /> w <br /> PROFESSIONAL REALTOR MW13 <br /> J MM BUILDING (1001) <br /> W (724) <br /> MW1 <br /> (901) <br /> ROSEMARIE LANE <br /> UVB MW2 V3 RW4 MW12 <br /> { PSV1 t 8 20 <br /> (7 39) T UVB MWIUVB (9 30) (8 99) (8 30) <br /> MW4 {RW2) (8 13) <br /> W SP1 -01MW2 M (NA)SW2 h�W6 <br /> (698) (741) _— V1 A 807) <br /> w �IW1 I SW1( )(dry}X PSV2 OI <br /> �o ¢ (721) I T I V2 (780) <br /> RW1 <br /> N y y Z 46 P2 (-7 27) 1 Former 62) (-781) <br /> (�62) <br /> nk <br /> U) �MW7 L Feld J <br /> W (7 00) r'i ,k I I I LEGEND <br /> IL <br /> l l (-749) + Air 5pargmg Well <br /> MWa Permanent Sod Vapor Monitoring Well <br /> (B 57) Mw1 I Former <br /> O (6 87) Former I Station 1 • Piezometer <br /> Z Pump I Building I <br /> L J I Injection Well <br /> Islands Former ; Soil Vapor Extraction Well <br /> Used <br /> Oil Tank Recovery Well <br /> Groundwater Monitoring Well <br /> (-930) Elevation(ft rnsl) <br /> NA-Not Accessible <br /> I <br /> 0 60 120 <br /> Figure 3 Groundwater elevations and approximate groundwater flow direction, <br /> ® former Exxon RS 7-3942, Stockton, California, 3 March 1998 <br /> Approx Scale (feet) <br /> 73942V398 FH5 <br />