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4 <br /> BORING NO. B-1 <br /> Logged By: JSL 6/16/2014 Ground Elev. ± <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 moist SS 1• <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) J SS 2 23 <br /> SW Gray,medium to coarse SAND,trace gravel, <br /> 1 o _ medium-dense to dense,very moist <br /> (ESPERANCE SAND). SS 3 . 27 <br /> 15 • <br /> -Same,medium-dense,moist SS 4 18 ' <br /> 20--� <br /> -Same,gravelly,very-dense,light-gray,and 1 SS 5 37 <br /> slightly moist <br /> • <br /> 25 <br /> -Same,trace gravel,medium-dense J SS 6 18 <br /> 30 <br /> -Same,gravelly,wet _ $S 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: 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 /> Geotechnlcai Engineering • Engineering Geology Earth science EVERETT, WASHINGTON <br /> • _.__ JOB NO. 14-056 DATE 6/19/2014 PLATE 4 <br />