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i <br /> n <br /> ASPHALT y , <br /> EXISTING CONCRETE II <br /> BUILDING MW-10 H <br /> 39 1 5 W- 1 1 MW--121 <br /> (- ) M - * 1 9 5 (-'39 70)� <br /> (-28 11 <br /> (- ) 1 <br /> M -7 I* N# <br /> o <br /> -29 97) <br /> ON <br /> til STATION 1 <br /> z i f l BUILDING <br /> " I Mw-3 LISTS <br /> USED Old I +(NM) <br /> m TANK I V-4 n n <br /> f I (-39 29 i i (MW-4 ; IM47 <br /> 6 MW-13 , <br /> j i ! V-5 1 U(DRY) (-39.56) q <br /> MW-1y1 I j + V-6 MW-5 q <br /> (-29 95)UNDERGROUND J Ij � I� I p (DRY) <br /> GASOLINE STORAGE L ! I 1 L f TREATMENT *� <br /> TANK AREA �- COMPOUND W <br /> V-2 <br /> LEGEND \Wer <br /> MONITORING WELL MW7 2 <br /> VAPI,OR EXTRACTION � (--36 61) <br /> POTENTIOMETRIC SURFACE ELEVATION (FT ) <br /> ( ) (DATUM MEAN SEA LEVEL) <br /> (NM) NOT MONITORED <br /> * WELL DRY IN PAST. <1 FT WATER IN <br /> WELL, NOT USED FOR CONTOURING <br /> POTENTIOMETRIC SURFACE CONTOUR HARDINC <br /> �--�~ INTERVAL = 0 1 FT. WAY NOTE ALL STRUCTURES AND UNDERGROUND <br /> 003 FT/FT ESTIMATED GROUNDWATER FLOW TANKS HAVE BEEN REMOVED <br /> DIRECTION AND APPROXIMATE GRADIENT <br /> CLIENT <br /> Looll� <br /> GROUNDWATER0 FEET 30 CHEVRON U SA PRODUCTS CO POTFNTIOMFTRIC SURFACE MAP <br /> SCALE FORMER S.S. NO 9-1918 <br /> TECHNOLOGY LOCATION JULY 23, 1993 <br /> E. PROJECT NO 45 EAST HARDING WAY PM PE/RG FIGURE <br /> 4239SMA/4239PSM 02070-4239 STOCKTON, CALIFORNIA <br /> � <br /> -6E 5 DET DATE <br /> 1 DSB AJK 9/l /93 3 <br />