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3 ,rye <br /> .3TAirMn � xh <br /> LOG OF BORING <br /> z, <br /> Project: RainbD Bakery Stockton Boring: 90-1 <br /> File: 2070-2 Elevation: Unknown <br /> Date: 14 February 199 Water encountered: No <br /> ELEV SOIL SYMBDLS Benzene Toluene Xylene T.P.H. Lead P,I.D <br /> SAMPLER SYMBOLS USCS Soil Descriptlon Remarks Pbpppb ppb pPn Do �field) <br /> DEPTH AND FIELD TEST DATA <br /> 0 �L Dark prawn sliq Rely k6fii <br /> stiff sandy CLAY <br /> CL er o.rn, mols[, stf fls11ty <br /> CLAY with gravel <br /> 5 Contiinuous <br /> Sampler 5-10' <br /> fo% recovery <br /> ' ML Brown, sl1�M1Elymalst SAN Y <br /> _ SILT <br /> SC -TK ri'ji.... .pi'Rrowm,''metl um <br /> arkoelc SANG intertedtled eith _ _ • <br /> 10 aark Drawn clay and grave <br /> Contlnuous _ <br /> ^—•� ,. Sampler a-t3' <br /> HL Tan to brown slightly mo 2�%recovery <br /> SANDY SILT Nardpanl with <br /> trace clay and gravel <br /> C—t1—ous NA NA NA NA NA 0 <br /> f4 Sampler 13-18' <br /> 4 5-10% recovery <br /> Je 15 <br /> HL Tang'ei}pnt1y ma 1g do'n'e , NO ND NO No NA 0 <br /> cgqmgnt•d b10CkY SCILT wit <br /> 1/2 or less Sand layers .. <br /> 2a <br /> to brown, a1. rtrtgqid4 NA NA NA NA NA 0 <br /> cementCa fqne $1LTY <br /> i SAND; mottled p! mitca <br /> 25 Ht'r ANDY 9lr�wwS n�iorriaiie d <br /> eminatiione o„grams ar_c hent <br /> 5MSILTY SAND <br /> ML SANdY'SILi Cont``nua" <br /> Sam or 23-28' <br /> 1D0%recovery <br /> 30 <br /> Boring <br /> Continues <br /> NA- Not analyzed <br /> ND- Not detected <br /> Figure Number <br /> ANDERSON GEOTECHNICAL CONSULTANTS, INC. <br />