Laserfiche WebLink
z <br /> j I MW13 <br /> U1 <br /> MW9 PROFESSIONAL (-2251) <br /> r: {-18 27) BUILDING REALTOR HOSPITAL <br /> ( ) <br /> MW 10 <br /> ROSEMARIE LANE (-21 12) <br /> PS 11 Q+ V3 RW4 MW12 <br /> (A 9 04) RW2 sw21 Rw3(-19 92) (-20 56) (-2100) (-2189) <br /> * Mwa (-19 04) t -0, 1 <br /> (-1.8162) �MW2 (-19 76)V1 (NA)MW6(dry) <br /> -1w 0 T IWi (d�) I sW1 � PS VI <br /> V <br /> LU <br /> a l V2(-19 65 ROSEMARIE <br /> rn W (-1906) V4 (NA <br /> APARTMENTS <br /> • P2 I(Fonne6) RW1 <br /> (-1876) L Feld h20 00)0) (-19 48) <br /> Inferred <br /> MW7 if I I I Direction of <br /> � <br /> (NA) I , I Hydraulic <br /> MWi i ;; I Former <br /> 119 55 Gradient <br /> MWa a Former I Budding I(- ) NA- o Accessible <br /> (-1805) z (-1836) Pump <br /> Islands I I L I <br /> l <br /> W z L———— Former ♦ Air Sparging Well <br /> sed <br /> Q¢ Oil Tank O• Permanent Soil Vapor Monitoring Well <br /> z • Piezometer <br /> 0 — — — <br /> Injection Wel! <br /> Inferred Direction of Sod Vapor Extraction Well 0 60 120 <br /> Hydraulic Gradient Recovery Well <br /> Groundwater Monitoring Well Approx Scale (feet) <br /> Drawn MAW Dale 612194 <br /> Figure 3 Site map showing elevations(ft msl)of groundwater in wells and inferred direction of Reviewed Date <br /> hydraulic gradient,former Exxon RS 7-3942, Stockton, California, 10 May 1994 Rev Dere <br /> Final Dare 6 � <br /> 7934213942g594 FH3 <br />