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EXPLANATION <br /> 1 MONITORING WELL = <br /> 0 ABANDONED MONITORING WELL <br /> - VAPOR EXTRACTION WELL <br /> -2580 GROUNDWATER ELEVATION (FT, MSL) MW-14 <br /> �26 oo w&—GROUNDWATER ELEVATION CONTOUR (FT, MSL) �� 0 �-26 05 <br /> APPROXIMATE GROUNDWATER FLOW DIRECTION, ASPHALT <br /> APPRROkMATE GRADIENT = 002 CONCRETE <br /> EXISTING MW-10 <br /> BUILDING MW-1 1 <br /> -2580 MW`$ -25 93 <br /> (P25 92 MW--12 <br /> _ -26 00 <br /> MW-7 I �k <br /> I I <br /> 2687 I <br /> 64 <br /> 1 All structures and z I ILDNG ,�Note <br /> TATION 25�� <br /> underground tanks � I I MW-4 <br /> have been removed : US 01 UST I -2570 <br /> —D4 'MW-6 MW-13 <br /> O I <br /> -1258 19 <br /> 12581g -25 8fi <br /> V-01 �I �I V-05 -2620 'q4 <br /> —256 + I+ ++ + 03 MW-5 0 <br /> O <br /> A <br /> TREATMENT -2580 <br /> POUND <br /> CO 43/ 6 MW-2 <br /> —26 35 0 MW-2 <br /> W <br /> V--02 <br /> UNDERGROUND <br /> FUEL STORAGE <br /> SCALE (ft) TANKS (UST) <br /> HARDtNG WAY <br /> 0 40 <br /> Bosemop from Comhno Environmental Technology Inc <br /> PREPARED BY <br /> FIGURE. <br /> Former Chevron Station 9-1918 <br /> 45 East Harding Way GROUNDWATER ELEVATION <br /> RR%VN 1 <br /> INC Stockton, California CONTOUR MAP, JULY 30, 1996 PROJECT <br /> DAC04 <br />