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BORING NO. f3-2 <br />Logged By: JSL 6�132008 Ground Elev. 513.0' t <br />Depth Sem le (N) W <br />USCS Soil Desalptbn Blows/ Olher Test <br />N, T e No. fl. % <br />OL Dark-brown, loose, organic, fino to medium SAND, wilh SS t 2 <br />fine roots mosl OPSOIL) __ <br />SP Brown, loose lo medium�dense, fine lo medium SAND, <br />moist <br />S SW Lighl-gray, madium-0ense, fine to coarse SAND, with <br />orange•brovm sWins, molsl SS 2 2t <br />(weathered ESPERANCE SAND member) <br />SP Light�ray, very-dense, fino lo medium SAND, moist <br />�p (frosh ESFER/1NCE SAND member) <br />SS 3 38 <br />iJ <br />• Same, light-brown lo light�ray, very moist SS a �7 <br />— � <br />pp ML Gray, hard, fino sandy SILT to Gayey SILT, moisl <br />(fresh WHIDBEY fortnation) SS 4 2616' d <br />2&4' <br />ps Test bonn� lerminated at 21.5 fl, c�roundwater � 18 ft at <br />completian af dnlling <br />70 <br />35 <br />LEGEND: SS • 2' O.D. SpldSpoon Semple GROUNDWATER: Seal <br />ST - 3' O.D. ShelbyTube Sample Waler Level <br />0- Oulk Samplo Observalbn Wetl Tip <br />BORING LOG <br />LIU & ASSOCIATCS, INC. KING 2-LOT PLAT <br />4717 BELVEDERE AVENUE <br />GeoledinifelEnpineomp � ErpineerinqGaobpy � EeMSdaKe EVERETT, WASHINGTON <br />. _.__ __.. . _ ._ . ..__ <br />JOB N0. BA078 DATE 8/20f1008 PIATE 5 I <br />��a' <br />