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I <br /> 0° <br /> t <br /> 270° 9o° <br /> I <br /> MW-6 mss° <br /> 2888 �2 <br /> Mw-se <br /> -28 96* / GROUNDWATER <br /> GH FLOW <br /> 02002IAGRAM <br /> MW-5 <br /> -2884 z <br /> z <br /> J <br /> L t <br /> Q0r1 MW-8 a S <br /> LLr0J -2891 0 <br /> -2890 <br /> x <br /> MW-3 <br /> -2888 - <br /> �} <br /> `�9 -2888%P BUILDING <br /> 0 � x � � <br /> elf <br /> J <br /> 288? <br /> MW-7 <br /> 1190 -28844)- -289 'f' 1 <br /> ?B> ` -28 79 j 0 15 30 60 90 <br /> 8 MW-1 j <br /> I + SCALE IN FEET I <br /> C) <br /> LEGEND <br /> ,o CONCRETE + STORING WELL <br /> "7 <br /> F'Q + WATER SUPPLY WELL <br /> DRIVEWAY <br /> GROUNDWATER GRADIENT CONTOUR <br /> -2877 ` g600000 (CONTOUR INTERVAL - 0 02 FT) <br /> MW-2 FOPPIANO LANE +t NOT USED IN CONTOURING <br /> PENETRATES DEEPER AQUIFER <br /> GROUNDWATER GRADIENT MAP FIGURE <br /> MARCH 20, 2002 2 <br /> GROUND ZERO ANALYSIS SPEEDY MART <br /> 8200 N HIGHWAY 99 <br /> MORADA, CALIFORNIA FN 03Q2 263S3 <br />