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.137067 <br /> B1 <br /> I <br /> 0 Elev. +10.0 Ft. <br /> Brown clayey silt <br /> ML <br /> i L <br /> w <br /> 3 1 <br /> 5 <br /> 58(24.6) <br /> U <br /> W Dark gray slightly clayey <br /> w <br /> silt - <br /> r OH <br /> A <br /> z <br /> x <br /> 4 2 <br /> � 10 <br /> c� <br /> z <br /> H <br /> Brown slightly clayey silty fins <br /> wto medium sand <br /> SM <br /> 0 <br /> a 21 3 <br /> 15 120 13.9 <br /> x <br /> E• <br /> a <br /> j W <br /> A <br /> Gray- Town I ine san y 777t— <br /> CL <br /> ilt — <br /> CL <br /> ' 39 4 Brown fine sandy clay <br /> 20 <br /> Date of Boring: <br /> 6/14/90 <br /> 1 <br /> 25 <br /> i -Notes- <br /> 1) Explanation of symbols and classification system <br /> ou the loss shown on Plate No. 12. <br /> 2) No free ground water was encountered in the borings. <br /> 3) Elevation reference: County datum. <br /> 4) The boring logs show subsurface conditions at the <br /> locations and on the dates indicated. It is not <br /> warranted that they are representative of such <br /> j conditions at other locations and times. <br /> _J <br /> LOWRY &. ASSOCIATES DRAWN BY: G.C. Barmby <br /> GEOTECHNICAL ENGINEERS CHECKED BY. J.O. Short <br />