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­ <br /> F119 r <br /> _ <br />�, B3 B4 <br /> 0 Asphalt (tin) Asphalt (2in) 0 <br /> Brown gravelly clayey silt - GC/G.M Brown gravelly clayey silt <br /> i <br /> broken plashJ piping debris <br /> broken plastic piping debris ¢ <br /> 2 I qa- 2 cs <br /> t,,y fr! .4• t.J <br /> 4 - 4j <br /> I. a ? Ea <br /> 1 Brown clayey silt - ML ►mss <br /> I 1 Brown slightly clayey silty sand � <br />�. 6 27 mato ` 50 6" SM $ <br /> I <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 /> _ _ I <br /> Amwaft; <br /> LLA_ CE KUH.L Er �4.55aC1A:TES DRAWN 8Y WGK U.S. SPRINT p � 70iS�. 7 <br /> lvcooaarEo `Nest Eight iVliie Road I , 12190 <br /> 6855 E <br /> CHECKED BY, MCH <br /> 9 <br /> Geotechnical Consuitants/Construction Testing Stockton, CaliforniaI%NPLATE NO=4 <br /> i. � <br />