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1 h <br /> 0 MW2 <br /> 7g -0 73 <br /> —080 <br /> 0 <br /> —0 9g <br /> �0 90 <br /> —ass ——————— <br /> -- —————————— <br /> -7 00 Former Concre Pad <br /> And Former U I <br /> _ 1 <br /> MW3 I ❑� L <br /> -i Ob �I— <br /> I I I r---- <br /> I I I I _0 96 I I I I I <br /> E I I I E ! I <br /> I I [) I L--------I— —J E <br /> I ❑ I r-------I ❑ --� I —_J <br /> �_J ❑I <br /> I L--------------J I <br /> L--- --------------- <br /> I <br /> I <br /> I <br /> FORMER <br /> I STORE/OFFICE <br /> I <br /> I <br /> I <br /> i <br /> I <br /> i <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> MW4L-------_------ <br /> -1 04 <br /> Legend <br /> MONITORING WELL <br /> GRCUNBWATER ELEVATION CONTOUR Scale In Feet <br /> (CONTOUR INTERVAL = 005 FEET) i <br /> 0 20 <br /> GROUNDWATER GRADIENT MAP FIGURE <br /> MAY 21, 2001 <br /> GROUND ZERO ANALYSIS BARNYARD CORPORATION 4 <br /> 8960 W WALNUT GROVE ROA0 <br /> THORNTON, CALIFORNIA <br /> FN 0701/3145 <br />