Laserfiche WebLink
BORING NO. B-3 <br /> Logged By: JSL 6/16/2014 Ground Elev,• <br /> ± <br /> Depth Sample (N) W <br /> USCS Soil Description Blows/ Other Test <br /> ft. Type _No. ft. °lo <br /> oL Dark-brown,silty fine SAND,loose,organic,moist _I 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) j SS 3 19 <br /> 15 <br /> -Same,trace gravel,dense • SS 4 25 <br /> • <br /> 20_ <br /> -Same,fine to medium SAND,brown-gray,medium-dense ss 5 21 <br /> 25 <br /> -Same,medium to coarse SAND SS B 20 <br /> 30 1-Grades to fine sand,occasional silty fine sand parting, SS 7 la <br /> - very moict <br /> _ Test boring terminated at 31.5 ft;groundwater table not <br /> 35 encountered. <br /> LEGEND: SS-2"O.D.Split-Spoon Sample GROUNDWATER: Lj Seal <br /> ST-3"O.D.Shelby-Tube Sample Water Level v <br /> B - Bulk Sample Observation Well Tip <br /> BORING LOG <br /> LIC1 & ASSOCIATES, INC. GIBSON BLUFF <br /> 200J WEST MUKILTEO BOULEVARD <br /> Geotechnical Engineering ' Engineering Earth Science EVERETT, WASHINGTON <br /> JOB NO. 14056 DATE _ 6/19/2014 PLATE 6 <br />