Laserfiche WebLink
M2 <br /> 1>01! 2W7 3 <br /> ?so <br /> ` �_- _----- - ------ ----- <br /> ZSS I For <br /> F <br /> — <br /> Former Concrete Pad T <br /> And Former U5'Ta I <br /> ? I r------ ---I + ----------- <br /> I <br /> �2 47 sa j I L--------1 `- I—J I <br /> I i <br /> I I I <br /> 256 <br /> I I I L- —_—_--��_J I ! <br /> I I❑ I r - —I 1—� �— I <br /> I i-- ---------� I <br /> L---___---- -.............j <br /> i <br /> I <br /> I <br /> FORMER <br /> I STORE/OFFICE <br /> I <br /> I <br /> I <br /> i <br /> f ' <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> i <br /> I <br /> MW4 <br /> 252 <br /> I <br /> ---------------- <br /> Le end <br /> MONITORING WELL <br /> GROUNDWATER ELEVATION CONTOUR Sccle In Feet <br /> (CONTOUR INTERVAL = 005 FT) 1 <br /> 4 20 <br /> POTENTOMETRIC SURFACE MAP FIGURE <br /> SEPTEMBER 4, 2002 <br /> GROUND ZERO ANALYSIS BARNYARD CORPORATION <br /> 8960 W. WALNUT GROVE ROAD 2 <br /> THORNTON, CALIFORNIA <br /> FN tao2i.a4s <br />