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CHATEAU <br /> HOSPITAL <br /> Z PROFESSIONAL MWi3 <br /> MW�9I BUILDING REALTOR (-1651) <br /> ti (-13 68) <br /> 10 <br /> (�66) <br /> ROSEMARIE LANE <br /> V3 RW4 MW12 <br /> (-14 28) PSVI @4)1 (-15 45) (-1568) (-1577) <br /> MW4 RW2 SW2 RW3 (-14 71) <br /> {-14 15) 1 <br /> ROSEMARIE <br /> LU= ( 13 62) 1 98} (NA)MW6 (dry) APARTMENTS <br /> J h o W i SW1 (arY) PSV2.O� <br /> LU <br /> �+ N Q (�}14 22) I z NA i V2(-14 60) <br /> V4 ( Approximate <br /> Z P2 �(-1422) }IMW3 Groundwater <br /> Former -14 91 14 39 <br /> Z <br /> (-1384) L rank —— T (- ) Flow Direction <br /> 01 Fiero �_, <br /> W MW7 r` r, <br /> a <br /> (-1325) , MW5-0 <br /> /`MWI i i Fortier 1(-1464) <br /> �7 Station <br /> (-13 33) Q (-13 56} Former I Building I NA-Not Accessible <br /> z Isla ds I I——ii LEGEND <br /> ————I Forcer ♦ Air Sparging Well <br /> Used O Permanent Sod Vapor Monitoring Well <br /> Oil Tank <br /> • Piezometer <br /> Injection Weil <br /> Soil Vapor Extraction Well <br /> Recovery Well <br /> (-1377) Elevation(ft msl) i�- Groundwater Monitoring Well <br /> 0 60 120 <br /> G Figure 3 Groundwater elevations and approximate groundwater flow direction, <br /> former Exxon RS 7-3942, Stockton, California, 8 August 1996 C*) <br /> Approx Scale (feet) <br /> 73942AO896 FH4 <br />