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r�- b. F... r..�r � s i•�n s Fv � �� .+M <br /> yp Y i `sw'tr r � A, , <br /> vonog o+�n�.�r 8-5- Logged By J G G <br />" Q scar-Pss-noir Casing Diameter 2" D I' [�"G /G 3 3 <br /> C Project Name WeU Cover Elevation Date Drilled <br /> Unocal SIS #5098 NIA 7/13194 <br /> 5606 Pacific Aye Stockton <br /> i E3onng No <br /> Drilling Hallow-stem Drilling Company <br /> lj 111W14 Method Auger Woodward Dnlling <br /> Penetration G. «. Depth Strati- <br /> ' blo%is/6" le-.el (feet) graphy Description <br /> { Samples USCS <br /> t hfL Silt as abo'•e <br /> SW Well graded sand,estimates at up to 10`70 silt,dense slightly moist to <br /> moist,dark yellowish brown <br /> 1625127 25 t <br /> ' Sp Poorly graded sand trace silt sand is fine-grained very dense,sliQntly <br /> moist to moist brown <br /> — ._...---------- ----- --------- <br /> SW—[7 Well graded sand trace rounded gravel to 3/8 inch iri diameter,dense <br /> € sl[ghtly moist dark yeiloyytsh brown <br /> 1-1/17119 30 <br /> SM :` ' Silty sand estimatedat up to "Ore slit ,and is tine.to n^,erl�t.-ri-gr re. <br /> f dense moist dark grayish brown i <br /> s s s <br /> L i <br /> SP/\,1L =- Interbedded sandy aii, and poorly gradLa sand y;ith trace stet silt is <br /> 151tS/l7 <br /> 35 - ! veru sift moist,sand is dense sl-ghtly moist olttic to 011 e bro-,, i <br /> , <br /> --�- --------- -----�-------- - - -- —� <br /> 7115119 — <br /> 40 -9' ML _ Clayey silt,estimated at 35-45%c€iy very stiff tohlyd Enable mals[, <br /> _ olive ictally grades to very silty clay <br /> T ; ; : Silty sand, estimated at up to 25 o silt,trace claw medium dens[ <br /> moist,olive brown appe irs disturbed,Sarni is prcdornin-intiv fine to - <br /> r coarse grained <br /> } Page 2 of <br /> I <br /> i <br /> 776 <br />