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• � 5 <br /> \ i <br /> � � 1 <br /> .\ 55 <br /> \ 1000 0 E <br /> N5 z <br /> Q �I <br /> 0 <br /> O \ '� <br /> • STEEL <br /> 1• BUILDING �� EXPLANATION <br /> (MAi�TENANCE) _ <br /> 55 �. BH-2` Soil Boring <br /> 8-3/MW— <br /> Soil Boring/Monitoring Well <br /> . 5 <br /> oz o Maintenance `r.15 ' ! Co" n ��r A Water Supply Well <br /> • n a_ C � (.,o W -o oa ' <br /> am � \Shop I L� BP— C--::] Backhoe Pit <br /> 1 <br /> B-3/MW-4 (68 48) Eis ation Of Groundwater, <br /> � <br /> l -- (68 33) Da um Is Mean Sea Level <br /> H--1 �lW 1 B <br /> ` r — (6p 4�}j LinOf Equal Elevation Of <br /> • B-2/MW-3 BH-3� �ankPC it� _ I e$9� Groundwater, Datum is <br /> (68 48) _21 j I Men Sea Level <br /> BP—f I I I Direction of Groundwater <br /> BP— I 1 Floyv As Evaluated By <br /> � 1 c� I I M <br /> RE$NA (January 14, 1994) <br /> • `� �-1/W 2) I r i Evaluated Gradient <br /> co 4I <br /> 4t <br /> ro <br /> w I Do <br /> to <br /> 00 <br /> -� <br /> W to <br /> • <br /> Working Pit ±30 Feet Below <br /> Maintenance Shop <br /> 30 0 30 60 <br /> Approxi ate Scale (feet) <br /> Source Map modified from map provided <br /> by TOM 0 MORROW INC <br /> POTENTIOMETRIC MAP (January 14, 1994)AVAR PLATE <br /> A. Telchert & Son s <br /> 29099 South McArthur Road <br /> a <br /> PROJECT NO. 123009 3009A8E Tracy, Calli`ornla <br /> • <br />