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1 <br /> J 1 <br /> i- - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 4 � <br /> Scale In Feat <br /> 0 40 <br /> Legend_ <br /> MONITORING WELL <br /> EXISTING WATER SUPPLY WELL <br /> 27 70 <br /> MW6 ---27 40GROUNDWATER ELEVATION CONTOUR <br /> 20 150 (CONTOUR INTERVAL = 0 1 FT) <br /> MWS(9) • NOT USED IN GRADIENT CALCULATION <br /> 27 71 (DEEPER AQUIFER WELL) <br /> MW5 SEPTI TANK <br /> .Z <br /> 27 58 <br /> Mw8 <br /> a <br /> 0 <br /> z <br /> F, �MW3 DUILDING y *'� m <br /> -27 71 p <br /> o <br /> y N <br /> 0 <br /> W <br /> a a � <br /> ,J <br /> �.1 X <br /> ID acac <br /> WALK WAY o <br /> O <br /> MW4 <br /> 28 0 �?MW7 <br /> __ - <br /> -27 62 <br /> L--- <br /> `� — J WATER SUPPLY WELL <br /> uwz <br /> -27 54 <br /> F 0 P P I A N 0 L A N E <br /> FIGURE <br /> POTENTIC►METRIC SURFACE MAP <br /> MAY 17, 2001 <br /> GROUND ZERO ANALYSIS SPEEDY MART 2 <br /> 8200 N HIGHWAY 99 <br /> MORADA, CA <br /> FN. 0201/263S <br />