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a� <br /> UP <br /> LOG OF BORING <br /> Project: Fiainbo Bakery Stockton Boring: 90-2 <br /> File: 2070-2 Elevation: Unknown <br /> pate: 14 February 199 Water encountered. No <br /> ELEV SOIL SYMBOLS Ba.:zene Toluene Xylene T.P.H. Lend P.I.O. <br /> SAMPLER SYM9CLS USCS S 1 description Remarks <br /> DEPTH AND FIELD TEST DATA pPt+ ppb DPD ppn ppn ifleftl) <br /> Paving. <br /> cL Dark brawn sandy CLAY <br /> with slight odor <br /> HL Tan to brown sandy SRT <br /> 5 NA NA NA NA NA 0 - <br /> i <br /> """y e Continuous <br /> CL �lth grpwn,sendy CLAY See,pter 5-So' <br /> w 10X recovery NA NA NA NA NA 0 <br /> Sampler <br /> rr$efu5gl <br /> 10 ML Ten..9ii0hSl�Tmwiti-thiny4 )2�� <br /> laminate i <br /> - <br /> laminations of v. nerd ea tl <br /> 1S S✓ Tin a..ii9htly maiel, aliggtly <br /> cemented poorly graded m dium ND to ND No NA 0 <br /> to fine §A D <br /> antnuous <br /> an0 ler Ip-15' <br /> 15Y recovery <br /> HL <br /> te <br /> I7and]ignilyymoie[; ceme d <br /> S- <br /> LY with [disk laminatl0 9 if sand Cementation <br /> vprlea <br /> PO vertically Nh NA NA NA NA 0 <br /> HL own.... ..,wee brrown hiocky, <br /> cemented SILT <br /> 14L Tar fo drown' blocky wel <br /> 25 of morengeSbrowntSANDamina ions <br /> Na 15 NO ND NA 0 <br /> 30 <br /> Boring <br /> Continues <br /> NA Not analyzed <br /> NO- Not detected <br /> Figure Number <br /> ANOERSON GEOTECHNICAL CONSULTANTS, INC. �,� <br />