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N�dnF <br /> rro)c Y 1� Bonng Diameter 85- Logged By .1 GC } <br /> T�Ei-PS3-1013 ming Diameter 2 D L 6:5-6 AG F3 , <br /> Project \arae IN ell Cofer Elevation Date Ds'hed <br /> Unocal S.S X098 N/A 7/13-14194 <br /> 5606 Pacific A%e Stockton <br /> Bonng No. Dnlhng Hollow-stem Dulling Company <br /> 'IV 11V15 Method Auger Woodward Drilling r <br /> _ 1 <br /> Penetranon G W. Depth Strati- ` <br /> biowsl6" le-,el (feet) graphy Descnphon 1 <br /> Samples tiSCS <br /> A C Pavement oyer sand and gravel Base � <br /> CL Silty clay,stlft,moist,black <br /> 1 <br /> Silty sand estimated at 2O-:a-�silt,sand is fine to rrsedrum-Grained <br /> 4 <br /> 516Ski medium dense moist,dart+)ellowtsh bro«n V <br /> —— ————————————— —— —————— <br /> Sino% silt sand is preconrnan,ly tiny to medium-grained stiff to %en <br /> l�] — _— <br /> f=—-- <br /> "Lit, 71015t d1rl.yello iii^ hrann with thin lenses of si€v, sand <br /> - ---- ..._._.. --_.----- ----- --- -- <br /> Slit estirrated at up to 157, clati, eery soft to hard Enable, slightl} <br /> moist dark yellov.ishbro+',n <br /> �_-- <br /> _ <br /> Sandy till' slnd t% Lr/ fin- tr tint grained stiff moist dark. yellowish <br /> bros�.n to strong brown mi+_accous <br /> Past I of.1 <br /> 770 <br />