Laserfiche WebLink
• <br /> BORING NO. B-2 <br /> Logged By: JSL 6/16/2014 Ground Elev. t <br /> Depth Sample (N) W <br /> USCS Soil Description Blows/ Other Test <br /> ft. Type No. ft. % <br /> OL Dark-brown silty fine SAND loose,organic,sligne moist ss 1 3 <br /> SM Light-brown, silty fine SAND,some gravel,loose, -- <br /> slightly moist <br /> 5 SP/SM Brown-gray,fine SAND, slightly silty,trace gravel,loose, <br /> slightly moist J SS 2 9 <br /> SP Gray,fine to medium SAND,trace gravel, medium-dense, <br /> 10 slightly moist(ESPERANCE SAND) <br /> SS 3 14 <br /> 15 — SW Gray, medium to coarse SAND,gravelly,dense, slightly <br /> moist(ESPERANCE SAND) J SS 4 28 <br /> 20 <br /> -Same,trace gravel, light-gray, medium-dense U SS 5 18 <br /> 25_ -Same,gravelly,gray,dense SS 6 27 <br /> 30 <br /> -Same, medium-dense to dense 1 SS 7 21 <br /> Test boring terminated at 31.5 ft;groundwater table not <br /> encountered. <br /> 35 <br /> LEGEND: SS-2"O.D.Split-Spoon Sample GROUNDWATER: a Seal <br /> ST-3"O.D.Shelby-Tube Sample Water Level Q <br /> B - Bulk Sample LI Observation Well Tip <br /> BORING LOG <br /> LIU & ASSOCIATES, INC. GIBSON BLUFF <br /> 2009 WEST MUKILTEO BOULEVARD <br /> Geotechnical Engineering • Engineering Geology Earth Science EVE R ETT, WAS H I N GTO N <br /> JOB NO. 14-056 DATE 6/19/2014 PLATE 5 <br />