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EKPLORA'TORY BORING LOG Page 2 of 3 <br /> PROJECT P.AMl ! Quiff:Slop b 120 BOR1140 NO. MW-2 <br /> 9321 N.Tliomton Road <br /> �+g� <br /> Simkion,CA DATE DRILLED; 7/30- <br /> - EXCEL Ia ECC PROJEcr NUMBE.14 349120.31 LOGGED BY: J.M 7/3 1190 <br /> zz <br /> CL SOIL DESCRIPTION -a � � <br /> a <br /> u 0 <br /> 22 S C CLAYEY SAND,us above <br /> 23- <br /> -- ----------------------------------------- <br /> 24- CL SANDY CLAY,pale olive(6/3 5Y),sand-30%,silt-10%,low plasticity; <br /> 25 sand very Pine to medium,angular to subrounded;hard,damp <br /> 26 <br /> MW-2-25 52 0.0 <br /> 27 <br /> 29- <br /> 29- <br /> ----------------------------------------- <br /> SM <br /> 829SM 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 /> 31 MW-2-30 74 --- `gip ------------------------------------ 0.0 <br /> CL SANDY CLAY,light brownish gray(6/2 2.5Y),sand„30%.low plasticity; <br /> sand line to vary fine,angular to subangular;some iron staining,hard,damp <br /> 33435 33- <br /> 34- <br /> '15 <br /> 35 <br /> MW-2-35 38 0.0 <br /> 37 <br /> 38 <br /> 4. 39 ---------- _---------------------------- <br /> SC CLAYEY SAND,light yellowish brown(6/42.5Y),sand-80%,fine to <br /> 40 coarse,subangular to rounded,well graded,medium dense,damp <br /> 41 <br /> MW-240 29 CH CLAY,dark grayish brown(4/2 25Y),high plasticity,very stiff,damp 0.0 <br /> 42 <br /> REVIEWED BY R.G./C.E.G. <br />