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f <br /> Moisture � i <br /> Ory Demity Content ' BEow! I S+mple <br /> l Q lbttP % Ft. No. USCS DESCRMION <br /> Ll DarK-Jirown Slightly San Silty Clay. <br /> � I i <br /> ' I33L Tan Fine Very Sandy Silt. <br /> ! Tan Silty Fine Sand. <br /> 1 C Tan Fine Sandy Silt. <br /> } 0, Tan Very Silty Fine Very Sandy Clay. <br /> Tan-Grey Slighlty Silty Fine to Coarse <br /> i26 Sand with Clay Lenses. <br /> Light-Tan-Grey Silty Sandy Clay. <br /> 2a. <br /> i I f <br /> I <br /> I i <br /> I <br /> � I <br /> i <br /> it <br /> if <br /> 2 <br /> Grades with Sandy Lenses. <br /> 3 39 - Groundwater encountered. <br /> Grey-Tan Slightly Sandy Silty Clay. <br /> 3 . i <br /> 4 <br /> 0 4 <br /> 5 <br /> I II <br /> i I I t RARING TE}34IIQA.TID AT 50-FOOT D]:PTA. � <br /> ' IMES: <br /> I 1. Boring drilled on 5-13-85. <br /> I 2. Groundwater encountered at 29 feet. <br /> I 3. No caving noted. <br /> i <br /> � � I <br /> i II <br /> I <br /> � i <br /> 1 <br /> I <br /> 1� LOG OF BORING NO. 2 PLS TE <br /> J.H. KLEINFELDER & ASSOCIATES ' i <br /> CEOTECHNICAL CONSULTANTS • NLAT"WS TISI.NC ' i <br /> rJ <br /> PROJECT NO. S-2594-1 <br /> r .,rn¢nx.tx <br /> 1 <br />