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' EXPLORATORY BORING LOG Pagc 2 of 3 <br /> PROJECT NAME: BORING NO. MW-3 <br /> ww <br /> F2, <br /> Quik Slop#120 <br /> 9321 N.'rhomton Road <br /> Stocku).,CA DATF DRILLED; 7/31- <br /> EXCELa ry�g 8/1/90 <br /> TECH PROJECT NUMBER: 349120-31 LOGGED BY: J.M. <br /> ; 2 <br /> Q (n 4 <br /> U. , SOIL DESCRIPTION <br /> p ¢ 3C z r n <br /> U) m 4 7 <br /> O <br /> S C CLAYEY SAND-as above <br /> i.. <br /> 22- <br /> 23- <br /> 24 <br /> 223 24 -----------------------.--- -_-------•---- <br /> C L SANDY CLAY,grayish brown(5/2 2.5Y);swid-20%,medium grained, <br /> 25 1 subrounded;medium plasticity,hard,damp <br /> 26 <br /> MW-3-25 41 0.0 <br /> 27 <br /> i-- <br /> 28 % <br /> ---------------- <br /> • 2g SM SILTY SAND,grayish brown(5/2 2.5Y),sand#60%,silt-40%;sand very <br /> fine,angular to subrounded,poorly graded;some iron staining.very dense, <br /> 30 damp <br /> i <br /> rte; <br /> 31 CL SANDY CLAY,light brownish gray(6/2 2.M;sand-30%,very fine to <br /> MW-3-30 55 fine,angular to subrounded;hard,lour plasticity,some iron staining,hard, 0'0 <br /> 32 damp <br /> { <br /> 33- <br /> 34- <br /> 35 <br /> 33435 <br /> 36 MW-3-35 66 SANDY CLAY,as above 0.0 <br /> 37 <br /> 83940 38- <br /> 39- <br /> 40 <br /> SM SILTY SAND,light olive brown(514 2.5Y),silt b 10%,sand angular to <br /> 41 subrounded,medium to fine,well graded,dense,no cohesion,damp <br /> MW-340 38 OA <br /> 42 <br /> RE VIEWED BY R.G./C.E.G. <br /> b.. <br /> ren n Mr. <br />