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N� <br /> ? �O <br /> w <br /> wW MW13 <br /> M 9 PROFESSIONAL CHATEAU <br /> (NS) BUILDING REALTOR HOSPITAL (-2426) <br /> ? MW1 030 ? <br /> ? ROSEMARIE LANE , (22 71) 00 <br /> ORL <br /> PSV1 V3 RW4 MW12 <br /> LU AW2 SW21 (-21 13) (NS) �� (-2261) {NS) <br /> MW4 O (-2017) �c T 00 <br /> L XPi (NS) OD <br /> � z � - 9 671 dry1 vi Wl \ ? <br /> U } (NS) (ry � ? <br /> z <br /> SW1 <br /> fwl N W F pSV2 <br /> Indicated <br /> AOSEMARIE <br /> Cm C # V4 ��I {NS) APARTMENTS Direction of <br /> a P2 (-1997) M(NS) <br /> Rwi Hydraulic <br /> = 19 52) L%rrn r=_ (dry) (20 69) Gradient <br /> z° r, r, Field — j ? ♦ Air Sparging Well <br /> (dry) , , l Permanent Soil Vapor Monitoring Well <br /> i f I Former I MW5 <br /> MwS tw <br /> '- '- Station (dry) Piezometer <br /> 1Former I Building l { Injection Well <br /> (19 36) Pump <br /> Islands l — Sall Vapor Extraction Well <br /> �--- <br /> Former I Recovery Well x <br /> OUse Tank Groundwater Monitoring Well <br /> f — — — (4 31)Groundwater Elevation in feet msl <br /> 0 60 120 <br /> Approx Scale (feet) <br /> Figure 5 Elevations (ft msl) of groundwater in wells and Indicated direction of hydraulic gradient, Drawn MAW Date 6/9/93 <br /> ® former Exxon RS 7-3942, Stockton, California, 18 May 1993 Reviewed Date <br /> Rev Date <br /> Final Date el <br /> l 9 <br /> F 1PROJECTn3739421MASTERIGRAPHICS139420593 FH3 <br />