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t4 <br /> ` 1 <br /> 1100 f? <br /> ` 1000 0 E I •" <br /> v .. <br /> 1 U <br /> l 900 �l O i <br /> . U <br /> STEEL <br /> UA BUILDING <br /> 5 <br /> (MAINTENANCE) sXPL ANF,TIO�I _ <br /> Q ` t BH-2 Soil Boring <br /> \`` ��+ ��y B-1/MW-1 S il Boring/Monitoring Well <br /> t7 z o 1 ca co a cv o Y <br />• o' Maintenance <br /> Ca Sha N �� �� r w cin ��N A W ter Supply Well <br /> — P � \ co _ <br /> BP-3 <br /> Backhoe Pit <br /> j <br /> 1 �(" 1 I E MW--4 (67 84) E3 vation Of Groundwater, <br /> �= 4 (67 68) Datum Is Mean Sea Level <br />• 1 s 79 ° III1 <br /> MW-3 r _. "1 T k C i BP-3 <br /> BH-3 BP 1 �` UL Of Equal Elevation Of <br /> (67 84) f. I 6;). Groundwater, Datum Is <br /> GG] BH J f +. Mean Sea Level <br /> 7-4= l r <br /> i Di action of Groundwater <br /> i 1 <br /> FI Dip <br /> As Evaluated By <br />. BP-2c� 1 t RFSNA (November 23, 1993) <br /> lmw-21 ] j <br /> x(67 771 I i — Evaluated Gradient <br /> ` I <br /> 1 <br /> \, Working Pit ±30 Feet Below <br /> Maintenance Shop <br /> i 30 0 30 60 <br /> l <br /> , <br /> Source Map modlfled from map provided Approxi ate Sole (feet) <br /> by TOM 0 MORROVi INC <br />• <br /> 9 _ AMA <br /> POTENTIOMETRIC MAP (November 23, '1993) PLATE <br /> 9 r <br /> A. Telchert & Son <br /> 29099 South McArthur Road <br /> MLE NO <br /> PROJECT NO. 123009 3009A8C Tracy, California <br /> l• <br />