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i4 <br /> Page 8 <br /> TL 686-082-02 # <br /> 1 <br /> r' represent the approximate boundary between soil types; the actual <br /> 3 L t <br /> in-situ transition may be gradual . <br /> ; <br /> 5 . 2 Groundwater Conditions . Groundwater was not <br /> t <br /> encountered in the borings_ drilled at the time of our field <br /> investigation (May 19 , 1987 ) . Based In semi-annual groundwater , <br /> f <br /> reports prepared for the San Joaquin County Flood Control and <br /> Water Conservation District, groundwater in the area of the <br /> project site is located at a• depth of approximately 40 feet below <br /> site grade. <br /> 5.3 Results of Chemical AnalysIis : The following table <br /> presents the analytical results of the soil samples obtained <br /> during this investigation: <br /> TABLE NO. 1 <br /> I <br /> CHEMICAL ANALYSIS OF SOILS SAMPLES <br /> Depth TVOH Oil and Grease Date <br /> Boring feet (mg/kg) (mgL�k_g) Analyzed <br /> LB-1 20 ND ND, 5-29-87 } <br /> I <br /> B-1 25 ND ND, 5-29-87 <br /> - !� - <br /> B 2 8 ND ND 5 29-87 <br /> fi B-2 13 ND ND' 5-29-87 <br /> Ir �� <br /> B-3 10 ND ND 5-29-87 <br /> I <br /> L B-3 15 ND ND 5-29-87 <br /> MDL 0 .5 5 <br /> I <br /> A,:7 ynum afiatatlee.�nc. <br /> Fresno Modeslo Visalia Bakersfield <br />