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�VNf G <br /> N <br /> C� <br /> y <br /> UTILIYY POLE 1 GROUNDWATER <br /> T FLOW DIRECTION <br />' -4575-- -45 2 <br /> -45 74 <br /> 1 �g tMW4 <br /> t+ <br /> —45 70 <br /> CONCRETE <br /> yd <br /> PAD <br /> O <br /> �p MW1 ESTIMATED EXTENT <br /> -45s5 OF EXCAVATED TANK <br /> +yp. <br /> OFFICE/SHOP <br /> -4S60 V'GG��F. UILDING1 <br /> UTILITY POLE <br /> MW3 <br /> t-45 58 <br /> -4555- <br />' SOURCE J H KLEINFELDER t ASSOCIATES NOTE. WELL NW! WAS DRY AT MWE OF MONITORING <br /> LEGEND. ... .. .� , <br /> EXISTING MONITORING WELL 1710 MAIN STREET <br /> -45 75 GROUNDWATER ELEVATION FSCAIAN CA 95920 _ <br /> (05/06/93 CONTOUR INTERVAL = 0 05 FT) FIGURE 3 - GROUNDWATER GRADIENT MAP <br /> SCALE IN FEET HENDRIX do SON TRUCKING <br /> 3730 MUNFORD AVENUE STOCKTON CA <br /> FN 0393/OOoaS o 5 JOB NO 150008 00 <br />