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BORING NO. B-3 <br /> Logged By: JSL 6/16/2014 Ground Elev. ± <br /> Depth <br /> Sample (N) <br /> USES Soil Description Blows/ Other Test <br /> ft. - Type No ft <br /> OL Dark-brown,silty fine SAND,loose,organic,moist j SS 1 3 <br /> SP/SM Brown,fine to medium SAND,slightly silty,slightly moist <br /> _ loose,slightly moist <br /> 5 SP Brown-gray,fine to medium SAND,trace gravel,loose to <br /> medium-dense,slightly moist(ESPERANCE SAND) SS 2 12 <br /> SW Brown-gray,medium to coarse SAND,some gravel, <br /> 10 medium-dense,moist to very moist <br /> (ESPERANCE SAND) SS 3 19 <br /> 15 <br /> -Same,trace gravel,dense SS 4, 25 <br /> 20 <br /> -Same,fine to medium SAND,brown-gray,medium-dense ss 5 21 <br /> 25 <br /> i -Same,medium to coarse SAND SS 6 20 <br /> 30 <br /> -Grades to fine sand,occasional silty fine sand parting, —I SS7 18 <br /> very moist <br /> Test boring terminated at 31;5 ft;groundwater table not <br /> 35 encountered. <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 H Observation Weil Tip <br /> BORING LOG <br /> LIU & ASSOCIATES, INC. GIBSON BLUFF <br /> 20091 WEST MUKILTEO BOULEVARD <br /> Geotechnical Engineering • Engineering Geology • Earth Science <br /> EVERETT, WASHINGTON <br /> JOB NO, 14-056 DATE 6/19/2014 PLATE 6 <br />