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HA-5 <br /> (<50) <br /> ®58-4 <br /> (200) <br /> HA-3 <br /> �-MW-1 (<50) <br /> 19 HA-6 (<50 <br /> (<50) ®SB-3 <br /> 1 <br /> (11000) 0000 <br /> 9 HA-4 <br /> ( 0) <br /> PAVED <br /> CONCRETE PAD <br /> *MW-7 (N <br /> HA-2 SB-5 <br /> SB-6® HA-1 ------ B-12 S(500 (D & HA-7 <br /> (<100) s _®I _ MW-4 4#MW-3 (<50) (<50) <br /> (<50) - P Z (FB-2 (120) (67) UNPAVED AR <br /> R R TRACKS RIGHT OF WAY <br /> <50 <br /> e SB-8 -J�MW-5 MSB-9 eSB-10 <br /> MW-6 <br /> 1 Mw-7 MONITORING WELL INSTALLED IN 2004 (<50) (<50) (<50) (<50) (<50) <br /> HA-3 SOIL BORING AND/OR HYDROPUNCH INSTALLED IN 2004 <br /> MW-4 MONITORING WELL INSTALLED IN 2000 NOTE BORINGS(HA&SB OBJECTS)SAMPLE DATE <br /> 5B-eSOIL BORING AND/OR HYDROPUNCH INSTALLED IN 2000 CORRESPOND WITH INSTALLATION DATES <br /> o MONITORING WELLS(MWs)WERE SAMPLED JUNE 11 2002 <br /> Mw-t <br /> S MONITORING WELL INSTALLED IN 1998 <br /> 1 HALEY <br /> A i � q_ PENNY NEWMAN GRAIN FIGURE 4 <br /> ®SB-5 SOIL BORING AND/OR HYDROPUNCH INSTALLED IN 1997 <br /> L 1 DMCH FORMER CONTINENTALGRAiN <br /> 1805 HARBOR STREET <br /> Of <br /> a ----- APPROXIMATE DIMENSIONS OF TANK EXCAVATION STOCKTON CALIFORNIA <br /> Co ISOCONCENTRATION CONTOUR �. <br /> o (67)=TOTAL PETROLEUM HYDROCARBONS AS DIESEL CUMULATIVE GROUNDWATER <br /> o IN MICROGRAMS PER LITER(ug/L) 0 25 s0 100 RESULTS <br /> NS=NOT SAMPLED CREATIVE <br /> N APPROXIMATE SCALE IN FEET SOLUTIONS FOR <br /> FP=FREE PRODUCT CLIFN7SLCCL55 SCALE AS SHOWN MAY 2004 <br />