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500 <br /> "T1 �m 6'Well <br /> ♦\ i <br /> ♦ 1 <br /> \ 1100.6 N <br /> ±� 1000.0 E <br /> ,moo <br /> U <br /> ,n Z <br /> ■I ♦♦ 1 0 2000 m 6' Domestic <br /> ■,JIT � 11 wail 9P�f-Well <br /> 0 \ <br /> W <br /> STEEL <br /> (♦8 I ENANC <br /> d � <br /> �' ' �,�✓� : Sol Boring <br /> w \` B-3/MW-4 <br /> DZ <br /> 00 rc Maintenance Sol Boring/Monitoring Well3] Shop ♦ 1 /`,I g00 <br /> m <br /> 8P-3 <br /> C=:: Backhoe Pit <br /> �)H\1/� �?673/3)W-4 (67.73) Elewtion Of Groundwater, <br /> (Dry- Datum Is Mean Sea Level <br /> 3-2/MW-3 I 3P— <br /> �F� 6 Line Of Equal Elevation of <br /> (67.45) .8 2! �6" Groundwater, Datum Is <br /> Mean Sea Level <br /> 9P-4 <br /> ' `675.: Direction of Groundwater <br /> iow As Evaluated By <br /> RESNA(July 16. 1993) <br /> (67.40) <br /> Evaluated Gradient <br /> 30 0 30 60 <br /> Working Pit 330 Feet 9elow <br /> Approximate Scale (feet) <br /> Maintenance Shoo <br /> j SITE BENCHMARK: <br /> ELEVATION =155.07• <br /> SET REBAR 8 FEET <br /> Source: Map modified from ma SOUTHERLY AND 8' <br /> Map provided EASTERLY OF SOUTHEASTERLY <br /> by TOM 0. MORROW INC. CORNER OF BUILDING. <br /> -Mv," POTENTIOMETRIC MAP (July 16, 1993) <br /> t— N_AON0 A. Telchert & Son PLATE <br /> PROJECT NO. 123009 13009ABA 29099 South McArthur Road 4 <br /> Tracy, Callfornla <br />