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BORING NO. B-I <br /> Logged By: JSL 6116/2014 Ground Elev. t <br /> Depth Sample (N) W <br /> USES Soil Description Blows/ Other Test <br /> ft. <br /> OL Dark-brown sil fine:SAND loose,or enic=moist Type No. ft. o <br /> SP/SM Brown,fine to medium SAND,slightly silty,trace gravel, <br /> — loose to medium dense,slightly moist <br /> 5 Brown-gray,medium SAND,trace gravel,medium dense, <br /> slightly moist(ESPERANCE SAND) SS 2 23 <br /> SW Gray,medium to coarse SAND,trace gravel, <br /> 10 medium-dense to dense,very moist <br /> (ESPERANCE SAND) SS 3 27 <br /> 15 <br /> -Same,medium-dense,moist i SS 4 18 <br /> 20 <br /> Same,gravelly,very-dense, light-gray,and SS 5 37 <br /> slightly moist �- <br /> 25 <br /> -Same,trace gravel,medium-dense SS 6 18 <br /> 30 <br /> -Same,gravelly,wet SS 7 20 <br /> ---- Light-brown to light-Gray,fine-sandy SILT,stiff, <br /> very moist(WHIDBEY FORMATION) <br /> Test boring terminated at 31.5 ft;groundwater table not <br /> 35 encountered. <br /> LEGEND: SS-2"O.D.Split-Spoon Sample GROUNDWATER: H Seat <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 4 <br />