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� f <br /> 4500 gpm <br /> Well 16" Well <br /> \ 4 <br /> • \ i <br /> l <br /> \ 1100 6 N <br /> \\ 1000 0 <br /> Ld <br /> N \ <br /> y Z <br /> \ i 000 8" Domestic <br /> 00 2 9P well <br /> z <br /> C1STEEL <br /> (MAPTENANCE) EXPLANATION <br /> BH-2 <br /> Q � ` <br /> B-1/MW-1 r So(1� Boring <br /> w <br /> � \\\ � t <br /> �� Soil Boring/Monitoring Well <br /> ofMaintenance 5 g' <br /> 0 � Shop . l 9 0 Proposed Soil Boring/Monitoring Well <br /> BP-3 i <br /> 0q l C= Backhoe Pit <br /> 67 6765`_ \ t I <br /> 67 <br /> _ (67 73) Elevation Of Groundwater, <br /> 4s, (Dry 1 �„ +(6773) Datum Is Mean Sea Level <br /> --_ --� J�n".�c f <br /> BH-3 �� Line Of Equal Elevation Of <br /> BH-1/MW-1 �� 67 s q <br /> MW—3 6765 6&' Groundwater, Datum Is <br /> {6745} C = rBH-21 oo _Oavity Mean Sea Level <br /> BP-4 6755 Direction of Groundwater <br /> Flow As Evaluated By <br /> r BP-2 __s74,5 RESNA (July 16, 1993) <br /> MW-2 <br /> (67 40) 1 Evaluated Gradient <br /> I <br /> 30 0 30 60 <br /> Approximate Scale (feet) <br /> Working Pit f30 Feet Below <br /> Maintenance Shop <br /> SITE BENCHMARK <br /> ELEVATION =155 07' <br /> SET REBAR 8 FEET <br /> I SOUTHERLY AND 8' <br /> EASTERLY OF SOUTHEASTERLY <br /> Source Map modified from map provided f CORNER OF BUILDING <br /> by TOM 0 MORROW INC <br />*(0 POTENTIOMETRIC MAP (July 16, 1993) PLATE <br /> A. Teacher# & Son <br /> FILE NO 29099 South McArthur Road 16 <br /> PROJECT NO. 123009 3009A8A t Tracy, Callfornla <br />