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• <br /> BORING NO. B-2 <br /> Logged By: JSL 6116/2014 Ground Elev. t <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 J SS 1 3 <br /> _ SM Light-brown, silty fine SAND,some gravel,loose, <br /> slightly moist <br /> L <br /> 5 • SP/SM Brown-gray, fine SAND, slightly silty,trace gravel, loose, _ • <br /> slightly moist SS 2 9 <br /> I- <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) SS 4 28 <br /> 20 <br /> -Same,trace gravel, light-gray,medium-dense r— <br /> 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"O.D.Split-Spoon Sample GROUNDWATER: II Seal <br /> ST-3"O.D.Shelby-Tube Sample Water Level <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 />