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s ' <br /> r <br /> IS I <br /> s <br /> EXPLORATORY BORING LOG page 1 of <br /> PROJECT NAME: Quik Stop#132 BORING NO. MW-3 <br /> 3555 Hammer Lane <br /> Stockton,CA DATE DRILLED: 9112/90 <br /> ECELTECH PROJECTNUMBER: 349132.33 LOGGED BY: JM <br /> z :4 <br /> z <br /> _�b <br /> o° �¢ a Z <br /> A <br /> w Lj= SOII.DESCRIP!'ION ¢ a <br /> > <br /> as v 3 0 <br /> ASPHALT <br /> p 1 GRAVEL FILL 2—SANDY CLAY-black,(5Y 2.5/1),sand-30%,very fine to medium,medium <br /> 3 CL plasticity,slightly damp <br /> rr <br /> 4 5,1 <br /> -- ------------------------------------ <br /> 6 <br /> - --------..6 <br /> MM-3-5 53 SC CLAYEY SAND-fight olive brown(2.5Y 514),clay-205'0,sand fine to 0.0 <br /> Y medium,angular to subround,well graded,very dense,some mica,damp <br /> 9 --------------------------------------- <br /> SW Sand-yellowish brown(10YR 514),fine to coarse,rounded to subrounded, <br /> IO well graded,no binder,occasional gravel,damp <br /> ` 11 <br /> MW-3-I0 21 SANDY CLAY-brown(10YR 513),sand-20%,high plasticity,stiff,sand 0.0 <br /> 12 very fine,some iron stain,some root structures,moist <br /> CL <br /> tEYI3 <br /> I5 ; <br /> (xj .N .. : .. ----------------------------------------- <br /> ;ve brown(2SY 514),sand-40%,silt-10%,sand <br /> I6 22 SANDY CLAY-light oI <br /> E� MW-3-15 III very fine,subround,Iow plasticity,very stiff,trace iron stain,occasional gray 0.0 <br /> 17 white lenses,very moist <br /> CL <br /> 18 i <br /> H - <br /> 1. <br /> r <br /> £� 19 <br /> kn! <br /> w <br /> 20 Decrease clay � <br /> !r< <br /> 21 65 SAND-Eight yellowish brown(25Y 6/4),fine to coarse,subrotmd to round, <br /> SW well graded,dense,no binder,trace gravel <br /> REVIEWED BY R,G./C.E.G. <br /> �i - �E _ <br />