Laserfiche WebLink
• <br /> B-8/MW-7 <br /> j t <br /> (-4406) <br /> i <br /> � i a <br /> i <br /> s co <br /> s � <br /> B(42 99)- r 1-0 005 1 i <br /> EXPLANATION <br /> >f � <br /> ¢ B-8/MW--7 <br /> Former r - Soil Boring / Monitoring Well <br /> • B�-1W-1 1 (Applied GoSystems, June 1988) <br /> Cavity o <br /> .n <br /> Y' v v i i B-11/VW-3 <br /> Soil Boring / Vapor Well <br /> (Applied GoSystems, August 19$9) <br /> or Q p VW 13 8-10/ <br /> r VW-2 I� PVEN (-4299) Elevation Of Ground Water, <br /> opt B-9/ + Oa03 1 B-4 MW-4 PLNv� Datum Is i can Sea Level <br /> co VW-1 / W <br /> �1 MW-2 11(-43 21) 2 <br /> B-3/MW-3 <br /> '430 Line Of Eq al Elevation <br /> Former <br /> Form r <br /> 0�_ Of Ground Water, Datum <br /> a� Station Dispe ser o is Mean Sea Level <br /> �1 Building Fo er Isia�$ds ! 1 <br /> • Waite—oil Direction C�f Ground—Water <br /> B--7/MW-6 0 avity !� Flow As E' luated By <br /> (--42 85) i ! RESNA (august 18, 1992) <br /> • �► f i = Evaluated Gradient <br /> J <br /> Well Dry <br /> V <br /> t <br /> Not Acces ible, Covered By Soil <br /> I• <br /> Source Modified from Unocal site 40 01 40 80 <br /> plan, Monitoring wells surveyed <br /> by Moldenhauer Engineering Company Approximalte Scale (feet) <br /> POTENTIOMETRIC MAP (August 18, 1992) PLATE <br /> —� Former Unocal Service Station No. 2859 <br /> 1665 Pacific AvenueFILE NO <br /> 2 <br /> PROJECT NO. 38012 80121\11A Stockton, California <br /> • <br />