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NAM <br /> !F r <br /> a Approximate Groundwater CHATEAU <br /> AL <br /> Flow Direction <br /> ` Gradient=0 003 to 0 007 <br /> z <br /> j PROFESSIONAL REALTOR <br /> 1.11MW9 BUILDING MWi3 <br /> W (-893) (10 30) <br /> n <br /> M <br /> (9 77) <br /> ROSEMARIE LANE <br /> UVB W!2V3 RW4 MW12 <br /> PSV1 9-28) (-978) 9 6 (B 83) <br /> (6 88) RW2 (9V56MW1 UVS <br /> MW4 (9 10) + <br /> (NA) <br /> j •8 78) (8 877) __—— vi(dry) �4W 9 23 } <br /> rPSV2 OI <br /> Z �IW1 I SW1 l <br /> U z0 j (8 76) I 1 I(NA) V2 (-9 08) <br /> LL, Q V4 <br /> N • I (-887) MW3 +RW1 <br /> W a) O P2 (8 44) I Former (9 05) <br /> (�94) <br /> Z� 4j� nk <br /> MW7 L Field —� <br /> (-858) , LEGEND <br /> a i i I MW5 <br /> J� 'fi I 1 (-882) + Air Sparging Well <br /> (8 46) <br /> MW8 MW1 \�`j I Former I O Permanent Sod Vapor Monitoring Well <br /> (-8 49) Station I <br /> Former 1 guild _ Piezometer <br /> Isands 1 �n <br /> islands I-- I Injection Well co <br /> ————I Former <br /> Used X Soil Vapor Extraction Well N <br /> Oil Tank Recovery Well <br /> LO <br /> — — — -0, Groundwater Monitoring Well <br /> LL <br /> (-905) Elevation(ft cosi) <br /> 0 <br /> NA-Not Accessible N <br /> M <br /> �y <br /> U <br /> L <br /> I <br /> Figure 3 Groundwater elevations and approximate groundwater flow direction, 60 120 <br /> N <br /> ® former Exxon RS 7-3942, Stockton, California, 19 August 1998 <br /> Approx Scale (feet) 2 <br /> ti <br />