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t <br /> c� o° <br /> 270° 90° <br /> 2 <br /> Ie[P <br /> GROUNDWATER FLOW RASE IIIAGRAM <br /> THROUGH DECEMBER 2002 <br /> MW-6, <br /> -32 43 <br /> MW-9B <br /> Q0 -32 57* <br /> MW-5 uj <br /> T -3244 -3245 z <br /> • <br /> Li <br /> MW-8 a+ -3243 <br /> 43 -�- <br /> z x� <br /> 11 <br /> 32 47 <br /> lu <br /> BUILDING x M <br /> _32 413 <br /> -3235 0 15 30 60 90 <br /> MW-4 -3235 <br /> -3233+ MW-7 SCALE IN FEET <br /> ' LEGEND <br /> MW-26 1 �32 30 WATER SUPPLY WELL <br /> + +32 <br /> MONITORING WELL <br /> -3225 <br /> CONCRETE GROUNDWATER GRADIENT CONTOUR (FTMSL) <br /> Gj (CONTOUR INTERVAL - O 05 FT) <br /> i <br /> • NOT USED IN GRADIENT CALC <br /> WELL MWBB COMPLETED IN DEEPER ZONE <br /> Mw 23 DRIVEWAY FOPPIANO LGRADIENT MAP FIGURE <br /> GROUND ZERO ANALYSIS DECEMBER 11, 2002 <br /> TULEBURG WEARHOUSE 2 <br /> 8200 N HIGHWAY 99 <br /> MORADA, CALIFORNIA FN 1202/263S3 <br />