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4 •b� c 7 Phi U i - <br /> X _ <br /> E <br /> EXPLORATORY BORT�G LOG <br /> Page 1 of 3 <br /> PROJECT NAVE: Quik Stop#120 BORING NO. MVV-3 <br /> 4 9321 N.Thomton Road DATE DRILLED: 7131- <br /> r �+ Stockton,CA 8/1/40 <br /> f t EXCELTECH PROJECT NUMBER: 349120-31 LOGGED BY: J.M. <br /> 1 . <br /> fI z <br /> f� d LU z <br /> � :z S iia ° <br /> a <br /> a w SOIL DESCRUYHON c a <br /> LL <br /> coo z <br /> is m Q <br /> cs �e <br /> l.. Ccncrete <br /> 1 - <br /> CL CLAY,black(2/0)7.5YR),moderate plasticity,trace fine sand,very stiff <br /> 2 <br /> 3 <br /> 5 <br /> 6 3 C CLAYEY SANT,grayish brown(5/2 2.5Y),clay-30%;sand fine to medium, 0.0 <br /> -- <br /> MVI-3-5 16 angular to subrounded,well gradzd;medium dense,damp <br /> 7 <br /> 8 <br /> 9 <br /> 10 Color change to dark yellowish brov:,i(414 1DYR),clay=40%;sand fine to <br /> coarse,rounded to subangu'dr,some.iten staining,occasional gravel,dense, <br /> 11 slightly damp <br /> MVV-3-10 30 0.0 rr <br /> i2 <br /> 13- <br /> 14- <br /> 16 <br /> 31416 S W SAND,olive yellow(6/6 2.5Y),fine tc medium,well graded,subangular to 0.0 <br /> MW-3-15 33 subrounded,no cohesion,dense,damp <br /> 17- <br /> 18- <br /> 19- <br /> 71819 �% <br /> -------- ---------------------------- <br /> 20 S C CLAYEY SAND, light olive brown(514 2.5Y),sand=70%,clay=20%. <br /> silt�10%;well graded,sand very fine to medium,angular to subrounded; <br /> 21 MW-3-20 35 dense,slightly damp l.I <br /> REVIEWED BY R.G.1C.E.G. <br />