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W <br /> W M PROFESSIONAL CHATEAU MW13 <br /> n MW9 BUILDING REALTOR HOSPITAL (-23 24) <br /> MW1a <br /> ROSEMARIE LANE (-2164) <br /> I <br /> I <br /> I <br /> }'SV1 C� V3 RW4 MW12 <br /> MW4 36) RW2 SW2 Rt3(-20 38) (-2109) (-2157) (NA) <br /> epi (-19 36) ♦ 41 1 <br /> W z 1 4MW2 (-20 16 V1 Mws d <br /> (- 8 96) (dry) )-1 *I ry) ♦ Air Sparging Well <br /> �y o { 1w1 I sw♦ I Psv2 O Permanent Sod Vapor Monitoring Well <br /> X W 1 I V2(-20 03 ROSEMARIE <br /> (-1937)37) 1 V4 {NA�� �I APARTMENTS • Piezometer <br /> 19 51 {� <br /> (-1914 I Farmer ) g 78) (-1992) I Injection Well <br /> ' ) L Tank-—— — <br /> Field j j Sall Vapor Extraction Well <br /> (NA) I i t I I Recovery Well <br /> Mw1 , Station Former Mws Groundwater Monitoring Well <br /> Mwe � �' �' 1 Staff° 119 96 <br /> (-18 32) z (-1871) Former I BuildingI{" NA-Not Accessible <br /> Pump I I <br /> �ul Islands I I L� f <br /> w <br /> L <br /> a ___ I <br /> " Farmer <br /> H¢ Used <br /> CE <br /> Oil Tank <br /> a <br /> z <br /> Inferred Direction of 0 60 120 <br /> f Hydraulic Gradient <br /> Approx Scale (feet) <br /> Drawn AjW Date 03/11/94 <br /> ® Figure 3 Site map showing elevations (ft msl) of groundwater in wells and Inferred direction of Reviewed Dale <br /> hydraulic gradient, former Exxon RS 7-3942, Stockton, California, 17 February 1994 Rev Dale <br /> Final Date ( q <br /> F 1PROJECTS*3739421MA RIGRAPHIC%3942 94 FH3 <br />