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n <br /> 1 <br /> 11oa.6 N <br /> 10000 E <br /> o. <br /> STEEL <br /> V /JJ <br /> Iw <br /> o <br /> \ BUILDING <br /> (Mk�TENANCE) EXPLANATION: <br /> V) \ ��4 BH-2 <br /> • Soil Boring <br /> B-3/MW-4 <br /> Soil Boring/Monitoring Well <br /> c (Y Maintenance <br /> as <br /> a_ <br /> Shop Water Supply Well <br /> M 1 1 1 1 ,F �� BP-3 <br /> Backhoe Pit <br /> 1 ' ' 1 I B-3/MW-4 (68.48) Elevation of Groundwater; <br /> f (H 4—1/FW 1 B T(68.33} Datum Is Mean Sea Level <br /> 6 . <br /> r z Line Of Equal Elevation Of <br /> B—z/M(68.48) BH-3• 1ankPC 1 ".G I I Gg.q� Groundwater, Datum Is <br /> C. f —• Mean Sea Level <br /> I <br /> BP k I I 1 Direction of Groundwater <br /> BP— 1 I I Flow As Evaluated By <br /> RESNA (January 14, 1994) <br /> r 1/MW-2 I ' C6 <br /> w (68.42)1 1 1 i = Evaluated Gradient <br /> -j <br /> r nG6 <br /> I I � <br /> �e o <br /> a � <br /> Qi ni <br /> w .o <br /> Working Pit ±30 Feet Below <br /> Maintenance Shop <br /> 30 0 30 60 <br /> Source: Mop modified from map provided Approximate Scale (feet) <br /> by TOM O. MORROW INC. <br /> a - <br /> wAW POTENTIOMETRIC MAP (January 14, 1994) PLATE <br /> RI <br /> A. Telchert.& Son <br /> `a 29099 South McArthur Road rJ <br /> PROJECT NO. 12300$ 3009ABE Tracy, Callforl <br />