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i <br /> EXPLANATION <br /> I <br /> BLOCK WALL <br /> MW-7 <br /> �1 Soil Boring/MonitoI ring well <br /> r �47 26) , VW-10 Soil Boring/Vapor—Extraction Well <br /> r <br /> qP <br /> (-4750) Elevation Of Ground—Water, <br /> W-3 Datum Is Mean Sea Level <br /> I 1 <br /> (-4735) <br /> O >� VW-5m —47 Line of Equal Elevation of <br /> VW-2 0 4S Ground—Water, Datum Is <br /> a_ Mean Sea Level <br /> m Z ST ON <br /> D A B LDING .��• n Direction of Ground—Water <br /> r �I Flow As Evaluated By <br /> MW-7 I. <br /> (-46 79) N RESNA (January 20, 1993) <br /> * O C) SANDS a i = Evaluated Gradient <br /> M I­ <br /> /00,* <br /> a w �k, * Well Not Used In{Construction Of <br /> x 0 '�� Potentiometric Map (Wells Sampled <br /> a_ _7 On January 29, 19 93) <br /> VW-1* VW—$ VW-6 <br /> I <br /> o MW-5 1=0 003 f <br /> M m (-4729) VW-3 4 <br /> TTl D VW-4 ♦I <br /> > ��'�� <br /> '' MW-2 <br />� . —47 251 A i S�2 '�S-3 ,� ;♦ -'(-4750) <br /> ♦ ♦ i <br /> i # � S-1 ♦� VW-1 h hd <br /> A <br /> —g BACK OF SIDEWALK <br /> DRIVEWAY M W—6 <br /> (-4732) <br /> r <br /> HAMMER LANE <br /> i <br /> tt <br /> 30 15 0 30 60 <br /> Source. Map modified from map provided Approximate Scale (feet) <br /> by Tom 0. Morrow Inc <br />�• POTENTIOMETRIC SURFACE MAP (January 20, 1993) PLATE <br /> MSMAARCO service Station No. 2130 3 <br /> 7906 North EI Dorado Street <br /> PROJECT NO. 30003 o D3ilA Stockton, California <br /> r <br />