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i.a <br /> EXPLORATORY BORING LOG page 3 of 3 <br /> a PROJECT NAME: Quik Stop k±?0 BORING NO. MW-3 <br /> 9321 N.Thornton Road <br /> Stockton,CA DA'Z'E DRILLED: 7/31- <br /> 8/1/90 <br /> EXCLLTECH PROJECT NUMBER: 349120-31 LOGGED BY: I.M. <br /> �O w z_ <br /> z o <br /> LU O J W a <br /> a a w k SOIL DESCRIPTION m 2 a <br /> a y <br /> 3 O <br /> SM SILTY SAND,as above <br /> 43- <br /> 44- <br /> 45 <br /> 34445 ``� Interbedded with CLAYEY SAND,wet <br /> --------------------------------------- <br /> 46 SC CLAYEY SAND,light o5ve brown(514 2.5Y),clay-20%,silt-10%;sand <br /> 30 very fine to medium,angular to subrounded,well graded;dense,wet <br /> 47- <br /> 43- <br /> 49- <br /> 51 <br /> 7434951 S M SILTY SAND,grayish brown(5R 2.5Y),silts 30%,sand very fine to fine, <br /> t . 68 subangular to subrounded,poorly graded;well cemented,some iron staining, <br /> 52 very dense,wet <br /> 53 <br /> 54 <br /> -55 CLAYEY LENSES,fine to medium grained sand <br /> 56 67 <br /> 57 <br /> ` --------------------------------------- <br /> 58 CL SANDY CLAY,light olive brown(514 2.5Y),sand=20%,fine,medium <br /> plasticity,stiff,wet <br /> 59 <br /> Sm SILTY SAND,as above <br /> 30 <br /> 60 <br /> Bottom of Boring=60 feet <br /> 61 <br /> 62 <br /> 63 <br /> REVIEWED BY R.G./C.E.G. <br /> M <br />