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137667 <br /> T9 <br /> 1 <br /> 0 E EV +20.0 Ft. <br /> Light brown slightly clayey <br /> 5 1 silt ML <br /> � 51 (22.4) <br /> 1 7 2 <br /> JL <br /> 61 <br /> w 5 13 3 Light gray slightly clayey <br /> silty fine sand <br /> 140 4 SM <br /> w <br /> 1111 5 Dark gray silt <br /> I = 10 MT <br /> 61 6 <br /> z 54(-67.8) <br /> 0 <br /> c� <br /> c� 2 7 <br /> 1z 15111172(47.4) <br /> --1 <br /> I H <br /> ac <br /> 51 8 <br /> W fine sandy <br /> ' 3 <br /> O <br /> W <br /> 10m 9 <br /> F 20 <br /> a. <br /> w <br /> A <br /> Dark gray silty clay <br /> CL <br /> 28 ME <br /> lU <br /> 251 P/ <br /> Date of Boring <br /> 6/18/90 <br /> i <br /> i <br /> I <br /> LOWRY & ASSOCIATES DRAWN BY: G.C. Barmay Fo- <br /> GEOTECHNICAL ENGJNEERS CHECKED BY-. J.O. Short <br />