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o° <br /> 27D'I 90' <br /> I <br /> r 1sa� <br /> GROUNDWATER FLOW RASE DIAGRAM <br /> THROUGH SEPTEMBER 2W2 <br /> I <br /> I <br /> MW-6 <br /> Q0 —3319 <br /> Q0MW�--9 B <br /> —33 48* + <br /> MW— Lu <br /> 5 <br /> -33 14 <br /> \ O MW—B 0 <br /> r'o —3322 a. <br /> �z <br /> MW-3 <br /> —33 21° BUILDING -, <br /> 0 _ <br /> K <br /> rn <br /> 1 ' I 13305 ` u � r» <br /> �S <br /> 0 1 15 30 60 90 <br /> MW-7 s SCALE IN FEET <br /> —333 05 05� —3313 <br /> LEGEND <br /> 32 95 `�kLlD I WATER SUPPLY WELL <br /> MONITORING WELL <br /> .00 <br /> GROUNDWATER GRADIENT CONTOUR (FTMSL) <br /> —3290 ���s CONCRETE (CONTOUR INTERVAL - 005 FT) <br /> n NOT USED IN GRADIENT CALC <br /> WELL MWW COMPLETED IN DEEPER ZONE <br /> MW-2*_ DRIVEWAY FOPPIANO L ► MW3 IS ANOMALOUS DATUM <br /> 32 86 f <br /> GROUNDWATER GRADIENT MAP FIGURE <br /> SEPTEMBER 12, 2002 <br /> GROUND ZERO ANALYSIS SPEEDY MART 2 <br /> 8200 N HIGHWAY 99 <br /> MORADA, CALIFORNIA FN 0902 263S3 <br />