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BORING NO. B-2 <br /> Logged By: JSL 6116/20/4 Ground Elev. ± <br /> Depth Sample (N) W <br /> USCS Soil Description Blows/ Other Test <br /> ft. <br /> Type No. ft. % <br /> OL Dark-brown,silty fine SAND,loose,organic,slightly 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 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) e SS 4 28 <br /> 20 <br /> -Same,trace gravel,light-gray,medium-dense SS 5 18 <br /> 25 <br /> -Same,gravelly, gray,dense SS 6 27 <br /> 30 <br /> -Same,medium-dense to dense SS' 7 21 <br /> Test boring terminated at 31.5 ft;groundwater table not <br /> encountered, <br /> 35 <br /> LEGEND: SS-2"0.0.Split-Spoon Sample GROUNDWATER: II Seal <br /> ST-3,`O.D.Shelby-Tube Sample Water Level -- <br /> 13 <br /> B - Bulk Sample II Observation Well Tip <br /> BORING LOG <br /> LIU & ASSOCIATES, INC. GIBSON BLUFF <br /> 2009 WEST MUKILTEO BOULEVARD <br /> Geotechnical Engineering - Engineering Geology Earth Science EVERETT, WASHINGTON <br /> JOB NO. 14-056 DATE 6/19/2014 PLATE 5 <br />