Laserfiche WebLink
BORING NO. B-3 <br /> Logged By: JSL 6/16/2014 Ground Elev. t <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 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 /> -Same, medium to coarse SAND SS 6 20 <br /> 30 <br /> -Grades to fine sand, occasional silty fine sand parting, 1 SS 7 18 <br /> 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: LI 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 6 <br />