Laserfiche WebLink
BORING NO. B-1 <br /> Logged By: JSL 6/16/2014 Ground Elev. f <br /> Depth Sample (N) W <br /> USCS Soil Description Blows/ Other Test <br /> ft. Type No. ft. <br /> OL Dark-brown silty fine SAND,loos%organic moist SS 1 5 <br /> SP/SM Brown,fine to medium SAND,slightly silty,trace gravel, — <br /> _ <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 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 LI SS 6 18 <br /> 30 '1 <br /> -Same,gravelly,wet �11 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: Seal <br /> ST-3"O.D.Shelby-Tube Sample Water Level v <br /> B - Bulk Sample 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 />