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m <br /> 1 <br /> EXPLORATORY BORING�T NA7�+ <br /> LOG Page 1 of t <br /> PROJECT NAME: QU&Stop#132 BORING NO, MW4 <br /> 3555 Hammer Lane <br /> F Stockton,CA DATE.DRILLED: <br /> EK�ELTECH 9113190 <br /> PROJECT NUMBER: 349132-31 <br /> LOGGED BY.JM <br /> i o f p <br /> z o r <br /> }F -I O pU w z <br /> z <br /> M 3 " 50II.DESCRIPTION Q <br /> v cc x ELo <br /> t� ASPHALT <br /> a <br /> t# 1 GRAVEL FILL <br /> 2 CL <br /> SANDY CLAY-black(5Y 2.5/1),sand--10%,medium <br /> 1. medium plasticity,damp grained,subround, <br /> 3 <br /> ♦ <br /> ♦ <br /> F; 4 <br /> l -------------•--------------- <br /> 6 <br /> r MW-4-5 40 CLAYEY SAND <br /> dark yellowish brown(IOYR 4/4),clay I0-20%,sand 0.0 <br /> 7 SC very fine to medium angular to founded,well graded,dense,slightly i <br /> damp,trace iron stain <br /> 2. <br /> �$ g <br /> 10 <br /> �. CLAYEY SAND-as above.sand very fine to coarse <br /> 11 <br /> MW4-10 43 SU-TY CLAY-light yellowish brown(2.5Y 6/4),silt-3090,high <br /> 12 plasticity,hard,moist,some iron stain 0.0 <br /> CL <br /> 13 <br /> ♦ <br /> 14 ♦` ------------------------ <br /> --------------- <br /> 11 <br /> ----•------------------------ _ -__-_-1S SANDY CLAY-light yellowish brown(2.5Y 414),sand-409'x,silt-10%, <br /> mediumlastici <br /> P ty,very stiff,sand ve file to fine,subangular to round,very <br /> ( moist, <br /> 16 CL trace mica,occasional white ClayeySand lenses-sand-�60%n, <br /> clay-40%,MVV-4-15. _..22.. Y ._ R6,sand.very..fine to medium,angular to subround,well graded <br /> I7 tt <br /> 1 d - 18 ♦ - - <br /> t_ y 19 --------------- ---- . ------ <br /> - <br /> CLAYEY SAND-light olive brown 2.5Y 514), <br /> 20 SC sill-10 0,sand submund to subangular,very fine to medium,Well graded, <br /> medium dense,wet <br /> 21 <br /> us- <br /> DR <br /> VE <br /> 28 <br /> REVIEWED BY R.G./C.E.G. <br /> r „s. <br /> r� - <br />