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- - - - - - - - - - - - - - - - - - - - - - - - - - <br /> Y W <br /> Scale In Feet <br /> 0 43 <br /> Legend <br /> { MONITORING WELL <br /> 30 <br /> EXISTING WATER SUPPLY WELL <br /> M�'t'8 99 --31 OOGROUNDWATER ELEVATION CONTOUR <br /> 31 OR* (CONTOUR INTERVAL = 0 1 FT) <br /> MW9(9) ■ NOT USED IN GRADIENT CALCULATION <br /> MWS 47 (DEEPER AQUIFER WELL) <br /> SEPTIC TANK <br /> iP <br /> 0 <br /> 0 <br /> -30 88 <br /> w MW8 <br /> r 4 <br /> d z <br /> { G <br /> 1 MW3 <br /> BUILDING t m <br /> p -13 0 � <br /> v) <br /> 6 <br /> X <br /> X <br /> ,`rR WALK WAY Ix <br /> 8d a <br /> a <br /> MW4 <br /> -31 10 MW7 <br /> =30 A 3 1 -30 92 <br /> L J PROOSED <br /> SU <br /> — PPLY WELL <br /> \ L J i WATER <br /> WATER SUPPLY WELL <br /> \ 1 L — <br /> MW2 <br /> -3078 <br /> F 0 P P I A N 0 L A N E <br /> FIGURE <br /> POTENTIOMETRIC SURFACE MAP <br /> NOVEMBER 20, 2001 <br /> GROUND ZERO ANALYSIS SPEEDY MART 2 <br /> 6200 N. HIGHWAY 99 <br /> MORADA, CA <br /> FN- 0102/263S <br />