Laserfiche WebLink
• <br /> (-3990) <br /> B—B/MW-7 I <br /> t <br /> 4 <br /> s <br /> 1 <br /> ' 1 <br /> � � M <br /> + i <br /> PVEN�� B-5/MW-5 � I <br /> • Nv� <br /> (-3928) a <br /> PL -0 <br /> Q027 EXPLANATION <br /> � C <br /> Former t n B-8/MW-7 i <br /> B-1/MW-1 <br /> Tank Soil Boring / Monitoring Well <br /> y <br /> Cavity o (Applied GeoSystems, June 1988) <br /> � + G � <br /> rn <br /> o P G ri <br /> B-11/VW-3 <br /> -o + Soil Boring / Vapor Well <br /> x� (AppliedeoSystems, August 1989) <br /> �1 0 0 B--3 ! <br /> (-3941) v�NVE (-3899) Elevation Of Ground Water, <br /> 00 VW-1 Vw— B-4rMW-4 �Nv� Datum Is Mean Sea Level <br /> B-2/MW-2 <br /> 03 <br /> B-3/MW-3 1 �3�oa Line Of Equal Elevation <br /> ,x Former Farmer ' ' �; • Of Grour d Water, Datum <br /> o\ Station Dispenser M Is Mean Sea Level <br /> �1 Building Former 1 Islands <br /> Waste-Orli <br /> s Cavity a Direction' Of Ground-Water <br /> B-7/Mw—sI Flow As l Evaluated By <br /> (-38 99) _ .��; RESNA <br /> M ' (March 4, 1992) <br /> � 1 <br /> • I = Evalrted Gradient <br /> i <br /> N <br /> 40 0 40 80 <br /> Source Modified from Unocal site <br /> plan, Monitoring wells surveyed 1 <br /> by Moldenhauer Engineering Company Approxlma to Scale (feet) <br /> • POTENTIOMETRIC MAP (March 4, 1992) I PLATE <br /> Former Unocal Service Station <br /> 11665 Pacific Avenue I 17 <br /> PROJECT NO. 38012-10 8a12JiOA Stockton, Callfornia r <br /> • <br />