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Boring Log No. 1 <br />PROJECT: GTE Aurora Cell S~te DATE: 8-20-95 LO66ED BY: John Lawe~ <br />,DRILL RIG: Sollo-~tem auger HOLE DIA.: 4 in. SAMPLER: <br />iINITIAL GW DEPTH: not encountered FINAL 6W: HOLE ELEV.: 18~ ft. HSL <br />to moist, stiff, mic~ceou$, 10-15~ b~g~lt <br />~/4-minus gravel flu (willamette Silt <Qws>) ~ <br /> SANDY SILT, dark ~rayish brown (10YR4/2), 18 <br /> ~ecomes stiff ¢ <br /> 9 <br /> glightly tO moderately plastic 7 <br /> grades to S~LT to SILT ~[TH SAND, dark <br /> greenish gray (564/1), moist, firm. micaceous. 5 <br /> m~r a t~ ly~ la~t i~ ........ ~15- ~ <br /> % SILT WITH SAND, dark greenish gray (564/1), OL 9 <br /> moist, firm, micaceous, containing 20~ to 30~ <br /> ~ woody fibrous matter, wood fragments and ~ ~ ~ <br /> ~ Peat, slig~tty plastic 7 <br /> [ cecomes 30% to 40% wood fibers fragments <br /> ~ SANDY SILT to SILT W~TH SAN0, mottled 15 <br /> dark greenish gray (584/1) with dark <br /> yellowish brown 00YR4/4), moist, stiff. <br /> micaceou~, trace roots and wood fiber <br />  25 driving through <br /> bottom Sin. of sampler: large wood block or ~ ~ 27 1-foot thicklog <br /> log fragment <br /> % SANDY SILT to SILTY SANO, dark yellowish <br /> brown (10YR4/4), moist to wet hard medium ~ ~ <br />dense), micaceous, fine sand, trace roots I~30- ~ ~8 <br />% Bottom of boring at 31.5 feet <br />David J. Newton <br />Associates, [nc. <br />Portland, Oregon <br /> <br /> <br />