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P M� _ <br /> EXPLORATORY BORING LOG Page I of I <br /> PROJECT NAME: Quik glop#132 <br /> 3555 hammer bane BORING NO. B-5 <br /> EXCELTECIj swekton,CA DATE DRILLED. <br /> PROJECT NU-A*4B�; 9/1190 <br /> 344132-31 <br /> LOGGED BY: jM <br /> rM z <br /> .tea �a q U .a ('3 <br /> a v3 z <br /> LU 3 LL SOIL,DESCRIMON <br /> Q y O g a E <br /> h� ASP <br /> I 3 O <br /> HALT <br /> 2 .s SANDY CLAY-black(5Y 2.5/1),sand-30%,v <br /> Ey PlasticitY,slightly damp ery fate to medium,medium <br /> 3 CL <br /> a 4 --_ ._--------- G <br /> 5 �. CLAYEY SAND-light olive brown(2.5Y 5/4,cla - _ - <br /> its medium,angular to subround,well ) Y 2050,sand fine to " <br /> ` 6 SC structures,damp graded,very dense,some root <br /> B-5-S 50 <br /> ? SAND-yellowish brown(lOYR 5/4),loose no binder, 0'0 <br /> a d to subangular,well graded,damp flee to coarse,rotted <br /> { 8 <br /> SW <br /> 9 i <br /> 10 <br /> I1 <br /> 5 B-5-10 23 <br /> s? I2 Q SANDY CLAY-brown(I OYR 5/3),sand-20�9n,high sand fine to very fine,moist $ Plasticity,very stiff, 0.0 <br /> r, F -13 <br /> a ` 14 <br /> --------------------------------------- <br /> 15 E <br /> Y i <br /> Iby ' <br /> y <br /> B-5-15 40 cL.- SANDY CLAY- g <br /> r 17 sand very tine, ht ohne brown(2.3Y S/4).sand-40%.silt-10% <br /> li <br /> s hard,low pasticit 171.0 .- <br /> y,tiace iron stain;very moisi to wet <br /> s; 18- <br /> - <br /> a �. <br /> �' rs .19 Bottom of Boring=IS feet <br /> i <br /> Y: <br /> -� 20 <br /> l�E ' <br /> 21 <br /> REVIEWEE BY <br /> R.G./C E.G. <br /> .,s:, <br />