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e <br /> Approximate Groundwater CHATEAU <br /> H05PkTAL <br /> Flow Direction <br /> Gradrent=0 005 to 0 01 <br /> z <br /> W ,y PROFESSIONAL MW13 <br /> MW9 BUILDING REALTOR (15 12) <br /> W <br /> MW10 <br /> (14 33) <br /> ROSEMARIE LANE <br /> VB MW2 X V3 RW4 MW12 <br /> PSV1 (-1358) <br /> (13 04) UVB MWIUVB (14 99} (14 26) (13 53) <br /> MW4 (1 ) (-1368)1 <br /> W P1 -0,MM M (NA) i <br /> O (-1293) (-1307) ____ {dry) �MW6(dry) <br /> -JU p Z scall PSV2 OI <br /> Xw►Q- Q lW1 95) I A V2 03 42) <br /> y N O wl <br /> • P2(-12 71) I (3 12) MW3 {3 41) <br /> Z I Former (by) <br /> V=j Y MW7 E Field F———I <br /> W <br /> (Dry) r'i r, l I I LEGEND <br /> i I MW5 <br /> 2 i l I -ry) + Air Sparging Well <br /> MW8 O Permanent Soil Vapor Monitoring Well <br /> (12 53) Y MWt Former <br /> O (12 72) Former I Station 1 • Piezometer <br /> ZBuilding I^ Former <br /> Islands ___�I L— Used Tank � injection Well <br /> Soil Vapor Extraction Well <br /> Recovery Well <br /> Groundwater Monitoring Well <br /> (-1080) Elevation(ft msl) <br /> NA-Not Accessible <br /> 0 so 120 <br /> ® Figure 3 Groundwater elevations and approximate groundwater flow direction, <br /> former Exxon RS 7-3942, Stockton, California, I I November 1997 Approx Scale (feet) <br /> 739421g1197 FH5 <br />