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- - - - - - - - - - - - - - - - - - - - - - - - - - <br /> Z�� <br /> Scale In Feet <br /> 0 40 <br /> Legend <br /> MONITORING WELL <br /> EXISTING WATER SUPPLY WELL <br /> 30 48 <br /> MW6 ---3050GROUNDWATER ELEVATION CONTOUR <br /> 31 100 (CONTOUR INTERVAL = O 4 FT)MW9(B) NOT USED IN GRADIENT CALCULATION <br /> 3046 / �3ps (DEEPER AQUIFER WELL) <br /> MW5 SEPTIC TANK 0\ <br /> x <br /> o <br /> ,50 <br /> i <br /> 30 51 <br /> s MW8 a <br /> 0 0 <br /> x <br /> BUILDING <br /> m <br /> MW3 <br /> -30 46 <br /> a N <br /> O W <br /> Q <br /> 10 <br /> x <br /> Q <br /> WALK WAYCL <br /> 4 <br /> a <br /> T�ll <br /> AMW4 I <br /> -30 86 0o MW7 <br /> 30 60 <br /> —— 1 <br /> PROPOSED <br /> WATER SUPPLY WELL <br /> ———J WATER SUPPLY WELL <br /> W2 <br /> -30 35 <br /> F 0 P P I A N 0 L A N E <br /> FIGURE <br /> POTENTIOMETRIC SURFACE MAP <br /> AUGUST 15, 2001 <br /> GROUND ZERO ANALYSIS SPEEEW MART 2 <br /> 13200 N. HIGHWAY 99 <br /> MORADA, CA <br /> FNI 1001/2635 <br />