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� � � � ii I• � � � � � i• r� � !• t• I� � � <br /> i <br /> CHATEAU <br /> Groundwater HOSPITAL <br /> GW Flow Direction <br /> Gradient = 0 003 to 0 009 <br /> z PROFESSIONAL REALTOR <br /> 2Mw9� BUILDING <br /> J MWf3 <br /> LY (-912) (-10 64) <br /> i <br /> MW10 <br /> ROSEMARIE LANE (NM) <br /> PSV1 (-978) <br /> UVB-MW2 V3 RW4 MW12 <br /> MW4 RW2 SW2 UVB (shallow) (NM) (NM) (NM) <br /> (-927) (-926) # UVB-MW1(deep) <br /> • A 1 (-958) <br /> (NM) MW2 -----V1(drY) MW6(-933). <br /> (-919) F-- SW11l 1 A' p�PSV2 <br /> 1V49 1 (-9 39) • T i V2(-9 40) N <br /> I <br /> 1 FORMER MW3 R ' <br /> • P2(-9 1 B) 1 TANK `r I ' <br /> j_FIELD r--- (_931)(-961)I 0 30 60 <br /> '-I <br /> ` 1 <br /> w 2 8 90 1 Scale(feet) <br /> m w h }i i FORMER 1 MW5 <br /> U)m t STATION 1 <br /> MW8 FORMER1 (,924) , LEGEND <br /> (-870) u1 MW1 PUMP <br /> BUILDING <br /> Z (-8 83) ISLANDS j 1--1 I GROUNDWATER MONITORING WELL <br /> W 1 — r PIEZOMETER <br /> Q • VAPOR EXTRACTION WELL <br /> z FORMER RECOVERY WELL <br /> _ ____________J USED p PERMANENT SOIL VAPOR MONITORING WELL <br /> OIL TANK <br /> ♦ AIR SPARGING WELL <br /> a <br /> _ - j INJECTION WELL <br /> (-761) Groundwater Elevation(ft mal) <br /> zNot Used to Determine Gradient <br /> (NM) Not Measured <br /> I <br /> Mir■ An SITE MAP SHOWING GROUNDWATER ELEVATIONS FIGURE <br /> a.' r FORMER EXXON RS 7-3942 <br /> X 1� 4444 NORTH PERSHING AVENUE, STOCKTON, CALIFORNIA <br /> Engmeenng,Inc 20 AUGUST 1999 <br />