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, ;. <br /> Ei3 B4 <br /> Asphalt (tin) Asphalt (2in) 0 <br /> Brown gravelly clayey silt - GCIGM Brown gravelly clayey silt <br /> GCIGiM <br /> F I VI <br /> o broken plastic: piping debris <br /> broken plastic Diping debris <br /> t 0 7 a' .2 <br /> � r <br /> W <br /> 0 4 4 00 <br /> M17- <br /> ?y <br /> 1 Brown clayey silt - ML <br /> Brown slightly clayey silty sand <br /> 6 27 was 50 6"moi+. 5M 6 <br /> NOTES: 1. These logs depict conditions only at the boring locations, see Plate No. 1, and <br /> only on the date of field exploration, December 12, 1990. <br /> 2. Explanations of the Unified Soil Classification System and the symbols used on <br /> the logs are contained on Plate No. 5. <br /> 3. Free water was not encountered in the borings. <br /> U.S. SPRING' "i <br /> PROJECT NO, 1044.41 <br /> ALL;AICE • KU HL & ASSOCIATES DRAWN BY, WGK <br /> iNCop�oRnrE o 6855 West Eight Mile Road DATE, 12190 <br /> CHECKED BY- M C H <br /> Geotechnical Consultants/Construction Testing Stockton, California "� A PLATE N01 4 <br />