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. -BUILDING <br /> MW-8 <br /> MW-10 0(-24.26). <br /> MW-4 (-24.12)• . <br /> (-24.1810 <br /> n - AC PAVING <br /> i <br /> \ MW-9(-24.25)- <br /> ¢� p �MW-7 4.31) <br /> y \ n—22 <br /> Nil)W-1 <br /> (Nil) <br /> MW-6 0 <br /> (-24.11) ?�0 ARCO.FACILITY <br /> �^ NO.5469 - 0 <br /> \ (-24.19)0MW5 .. <br /> \ EXISTIN \\ <br /> \ USTCOM EX \ <br /> AC PAVING <br /> ppm—� <br /> � f <br /> r MW-20, <br /> } MW-3 0 - {-24.02) <br /> (-24.1 <br /> PUMP <br /> ISLANDS - <br /> O 'r <br /> AC PAVING <br /> 1 <br /> ( <br /> I; DRIVEWAY <br /> ,. li <br /> ' I <br /> I144F <br /> I <br /> I <br /> 0 40 FT <br /> LEGEND: <br /> 0 MW-1 MOWS ORING WELL LOCATION SCALE <br /> (-24.05) GROUND WATER ELEVATION IN FEET ABOVE MEAN SEA LEVEL - <br /> _ F�6 FIGURE 2 <br /> 1-2i62] — WATER TABLE CONTOUR IN FEET ABOVE MEAN SEA LEVEL _ <br /> i INFERRED DIRECTION OF GROUND WATER MOVEMENT + GROUNDWATER ELEVATION-CONTOURS <br /> 4th QUARTER 2001 <br /> WELL IS SCREENED IN A DEEPER WATER BEARING ZONE AND IS NOT USED <br /> FOR CONTOUR CONSTRUcT1oN ARCO FACILITY NO. 5469 <br /> WELLS MEASURED ON12f14101 - 130WILSON WAY <br /> STOCKTON,CA. <br /> PROJECT NO, DRAWN BY <br /> - DOOM36 W,L.2J2102 <br /> FILE NO. PREPARED 8Y D e t a. , <br /> REViSION M.L.' <br /> NO. REVIEWED BY Environmental <br /> 2 Consultants, Inc. <br /> i <br />