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\\ 4 <br /> 11}l <br /> ,\ 1 <br /> \ `1 <br /> '� 11oD.6 x <br /> \ 1000.0 E 2 <br /> 0 <br /> �o z <br /> o- o <br /> 0 _ <br /> ' z <br /> o \\ STEEL / <br /> � 31JILDING ��. <br /> � (Oi�TENANCE) EXPLANATION: <br /> V <br /> M <br /> �¢ BH-2 Soil Boring <br /> Li <br /> Soil Boring/Monitoring Well <br /> o Mointerance <br /> 3� Shop dm�`6s l�_� ��~ �, Water Supply Well <br /> Q p ¢ BP-3 <br /> m 3 pro i �N ��~ C=:] Backhoe Pit <br /> %—, B-3/MW-4 (66.57) Elevation Of Groundwater; <br /> \\ , ,BXDry MW 1[ j6fi.40) Datum Is Mean Sea Level <br /> B-2/MW-3 `BN_ • 4' 1vit \ 661 Line Of Equal Elevation Of <br /> (66.57) % B , \ 5 n Grourdwater: <br /> Datum Is <br /> MeaSea <br /> �. <br /> \IN-4 \ \ \\ \rn Direction of Groundwater <br /> BP Zp` \ \ Flow As Evaluated By <br /> \ C RESNA (April 18, 1994) <br /> Y\68.49 \ ao <br /> i = Evaluated Gradient <br /> a <br /> Working Pit ±30 Feet Below <br /> Maintenance Shop <br /> 30 0 30 60 <br /> Source; Map modified from map provided Approximate Scale (feet) <br /> by TOM d. MORROW INC. <br /> s <br /> �"AlFAWAMN POTENTIOMETRIC MAP (April 18, 1994) PLATE <br /> A. Teichert & San <br /> a29099 South McArthur Road s <br /> a PROJECT` NO. 123009 3009A°SH <br /> Tracy, California <br />