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� A. Yom. Y �� - '4`''•�' <br /> .A <br /> 7� <br /> j EXPLORATORY BORING LOG Page 1 of I <br /> PROJECT NAME: Quik Stop#132 BORING NO. B-2 <br /> 3555 hammer Lane <br /> Stockton,CA DATE DRILLED.8/23/50 <br /> EXCELTECH PROJECT NUl"MER: 349132-31 <br /> LOGGED BY: J.M. <br /> v?¢ <br /> LL) z <br /> 7 <br /> 3 LU 6 SOIL DESCRIPTION L4 , E <br /> Uj <br /> a Z ¢ ¢ � <br /> n � <br /> o <br /> Concrete <br /> P I <br /> 2 y r. <br /> AiL 3 <br /> 4 \ <br /> a 5J <br /> 6 <br /> w <br /> 13-2-5 15 SC CLAYEY SAND,light olive brown(2.5Y 5/4),clay20%,sand fine is <br /> 7 medium,subangular to subround well 0.D <br /> graded,medium dense,trace coarse <br /> � sand,moist <br /> g <br /> 2 � <br /> 9, , ----------------------------------- <br /> 10 <br /> B-2-10 <br /> ?.3 <br /> CL SILTY CLAY,grayish brown(2.5Y 5/2),silt 30%,sand d 10%,.very fi.7e, 14.2 <br /> I2 moderate plasticity,very stiff,some sand stringer <br /> 13 <br /> rt 14 ------------------------- ------ <br /> r: 15 S M SILTY SAND,alive brown(2.5Y 4/4),silt a 40%,sand very fine, -- <br /> subangular,poorly graded,medium dense waist to dam <br /> _._.. <br /> _p1ti 16 <br /> E ._ ......_. ... .._..._. .. -_... ...._. _.__..... - - <br /> B-2-15._ ..-19 <br /> 17 314.0 <br /> Bottom of Boring 16.5 feet <br /> }. . 19 <br /> q. <br /> ck - 20 <br /> 21 <br /> REVIEWED BY R.G./C.E.G. <br /> it <br /> x f,�# <br />