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14; � <br /> `ter" <br /> pafp_,"i F •.[4.iyi r .• �',Y ?` s 9i, <br /> I30KING LOG <br /> Project No. Rwring& Casing Diameter Lagged By .--7-45 G <br /> KEf-P 88-1013 9' 2" W.W. G 32 <br /> > Project Name t:nocal S/5#5098 V' 01 Cover Elevation Date Drilled <br /> E 5606 Pacific A,-enuc,Stockton 4/8/32 <br /> z Boring No. Etrelltng Hollow-stem Drilling Cflrttpany <br /> MW13 11,Ltethod Auger Woodward Drilling Company <br /> a <br /> Penetration G.W. Depth Strati- <br /> btows/6" level (feet) graphy Description <br /> Samples U5CS <br /> .V <br /> Silt,sbghtfy micaceous,very stiff.moist,brown <br /> 7/9/18 25 <br /> =- - Silty clay,esumatcd at 30170 fine-grained sttt trace sant!, <br /> (CL _— - very stiff,moist,brown acrd grayish brown mottled. I <br /> 7/9/15 30 pie-grained sand with trace silt,slightly micaceous, <br /> medium dense,moist gray with Iron-otiide st.aming <br /> 2&P <br /> i <br /> 517112 35 Sand as abo4e,medium dense,moist,brawn to grayish <br /> brown <br /> ——————— <br /> { <br /> OH Elastic silt,estimated at 511a Tnc-grained %arid,micaccom, <br /> very stiff,moist grayish brown <br /> 7/12/I8 40 —E <br /> `SP 6 inch tens of fine grainLd sand mcdiumn demise moist gray <br /> —= Sift,es€imatccl at S`70 fine-grained sand wif-accous, very <br /> stiff,moist,light brownish gray <br /> _— r. <br /> Pi,e 2 of 4 <br /> t <br /> 1050 <br />