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WALNUT GROVE ROAD <br /> APPROXIMATE PROPERTY BOUNDARY _._.. <br /> �60 <br /> �MW7 <br /> 1 58 <br /> 5 MWz <br /> �6 .Ip 1 75 <br /> � I <br /> Fortner Concrete Pad <br /> And Former USTs <br /> r -=_-fI ---T------- <br /> -T-------� <br /> MW3 I L--�J I <br /> 1 72 I r — WWT1 I I <br /> 1175 I I <br /> L--—— ———--- I <br /> f I <br /> I I <br /> I I <br /> � I I <br /> I FORMER I <br /> BUILDING <br /> MW4 I 1 <br /> 1 73 I f <br /> L-------J <br /> MW6 <br /> 1 65 <br /> Scale In Feet <br /> a 5o <br /> Legend MW5 <br /> 1 77 <br /> MONITORING WELL <br /> /1 65 LINE OF EQUAL GROUNDWATER ELEVATION (FT MSL) <br /> CONTOUR INTERVAL=O 05FT <br /> FIGURE <br /> GROUNDWATER GRADIENT MAP <br /> GROUND ZERO ANALYSIS MARCH 4, .2003 <br /> 8960 W- WALNUT GROVE ROAL) 2 <br /> THORNTON, CALIFORNIA <br /> rN- C3e3/4+4S <br />