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Approximate Groundwater CHATEAU <br /> Flow Direction HOSPITAL <br /> ^ v Gradient=0 003 to 0 005 <br /> z <br /> W PROFESSIONAL REALTOR <br /> W <br /> MW9 BUILDING 1(-10 <br /> ti <br /> (9 16) ( 10 74J <br /> M <br /> (-1018) <br /> ROSEMARIE DINE <br /> UVB MW2* V3* *RW4 *MW12 <br /> PSVT (-9 78) (-948) (-10 12) (-935) <br /> (-9 22) RW2 UVB Mwl UVB <br /> MW4 (-944) (9 78}1 <br /> •P1 -0-MW2 M (NA) <br /> ) SW2��W6 <br /> j (918) (-924) 1 r——— — (dry) F (-968) <br /> Z { IW1 I SW1+ PSV2 @I <br /> U zO (-912) l ? 1 I V2 (-9 52) <br /> z ¢ I:z ) V4 (NA) I �h RW1 <br /> `O uWi m O • P2 (-8 96) Former 24) MUV3 �` (-9 51) <br /> Z= t Tank — (-9 39} <br /> Uj MW7 Field J f <br /> W (-8 97) i LEGEND <br /> Mw5A <br /> *MW8 a � 1 I (-935) <br /> 35) + Air Sparging Well <br /> (-870) Former I Permanent Soil Vapor Monitoring Well <br /> (-891) Former } Station • piezometer <br /> Pump I Budding l — <br /> Islands L I i Injection Well 01 <br /> ————� Former <br /> Used W Sod Vapor Extraction Well o <br /> Oil Tank Recovery Well <br /> — — -Q� Groundwater Monitoring Well <br /> UL <br /> 00 <br /> (-916) Elevation (ft msl) <br /> NA-Not Accessible N <br /> * Not used for determining <br /> groundwater gradient <br /> CL <br /> 2 <br /> t <br /> y <br /> Figure 3 Groundwater elevations and approximate groundwater flow direction, a so 120 <br /> ® former Exxon RS 7-3942, Stockton, California, 18 November 1998 <br /> Approx Scale (feet) 9 <br /> >i <br />