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(-4 73) <br /> B-8/MW-7 <br /> —`4 a 70 <br /> a <br /> l ` 1 <br /> • n <br /> —4060 <br /> � i 1 <br /> B-5/MW-5 % 003 °40 50 ' <br /> • w P�Nv-� Pv c�+ � e <br /> -14040 EXP LANA I I N. <br /> Former 1 B-8/MW-7 <br /> B-1/MW-1 Tank 1 � - Soil Boring / Monitoring Well <br /> • Cavity'l 240,30 (Applied G oSystems, June 1988) <br /> � e <br /> o o j B-11/VW-3 <br /> o 1 Soil Boring / Vapor Well <br /> --40 20 I <br /> (Applied GgoSystems, August 1989) <br /> o <br /> � <br /> -a + B-4/MW-4 Pv N (-3959) Elevation Of Ground Water, <br /> o% B-9/ Silo +0-1 <br /> % VW-1 - a (-4007) 1 WPLN Datum Is Mean Sea Level <br /> 8-2/M 2 4010 1 X <br /> 01 B-3/MW-3 H X39 Line Of �qua] Elevation <br /> �x FormersFormery 1 '4000 Of Grour d Water, Datum <br /> Station\% Dispenser e39 90 Is Mean Sea Level <br />• 1 Huild�n9 Former j Islandsl a <br /> . � Waste—Oip —'39 <br /> I Cavity Direction Of Ground—Water <br /> B-7/MW-61 .a(f� Flow As iEvaluated By <br /> (--39 59) a0_ RESNA <br /> _ (May 21j 1992) <br /> 1 <br /> • i = Evaluated Gradient <br /> # N <br /> I <br /> Source Modified from Unocal site 40 0j 40 $d <br /> plan, Monitoring wells surveyed <br /> by Moldenhauer Engineering Company Approximate Scale (feet) <br />•� <br /> POTENTlOMETRIC MAP (May 21, 1992) PLATE <br /> Former Unocal Service Station No. 2869 <br /> 11865 Paclflc Avenue 3 <br /> PROJECT NO. 38012 s z1A Stockton, California <br />• <br /> I <br /> l <br />