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d-�a„e ` x .a+R' ��, *�' ""'?z(�ua v%d� FP ,�t.+�a•y « v.. 3 r' -J� <br /> EXPLORATORY BORING LOG Pjgv I of 3 <br /> PROJECT NAME; Qui;."op N 120 BORING NO. hltiV-2 <br /> 9321 N Thornton Road <br /> Stcxkto,,.CA DATE DRILLED: 7r0• <br /> 713 00 <br /> EXCELTECH PROJECT NUMBER: 3.39120-31 LOGGED BY: J.M. <br /> z 0 <br /> _ O Ui z <br /> z <br /> S a E <br /> ©W SOIL DESCRIPTION cc <br /> N z 0 <br /> tri � <br /> U <br /> Concrete <br /> 1 C L CLAY,black(2/f17.5YR),moderate p4asticity,trace Fine sand,very stiff, <br /> damp <br /> 2 <br /> ° ---------------------------------------- <br /> - <br /> - --_ <br /> ML CLAYEY SILT,light brownieh gray(612 2.5Y), silt-50%,clay a 40%,fine <br /> 4 sand a 10%,low plpsticity,occasional fine sand lenses,some iron staining, <br /> - very stiff,slightly damp <br /> 5 <br /> 6 0.0 <br /> MW-2-5 24 <br /> 7 <br /> ° --------------------------------------- <br /> SC CLAYEY SAND,light yellowish brown(6/4 2,5Y),clay-30%.silt-20%; <br /> 10 sand very fine to coarse,rounded to subangular,well graded;iron staining, <br /> trace gravel,dense,slightly damp <br /> 1t MW-2-10 30 0.0 <br /> 12- <br /> 13- <br /> 'b <br /> 2l3 ° <br /> 14 --------------------------------------- <br /> 15 SW SAND,olive yellow(616 2.5Y),fine to medium,subangular,well graded,no <br /> binder,dense,damp <br /> 16 MW-2-15 30 0.0 <br /> 17 <br /> iR °• <br /> ° <br /> ----------------------------- -------------- <br /> SC CLAYEY SAND,light olive brown(5/4 2.5Y),sand-80%,clay d 20%; <br /> 20 sand fine to medium,angular to subroundcd,well graded;some iron staining, <br /> dense,slightly damp <br /> 21 MW-2-20 60 0.0 <br /> REVIEWED BY R.GJC.E.G.✓�� <br />