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I <br /> Total Depth: 111 ft. Northing: Drilling Method: HSA and Mud Rotary Hole Diam.: 9 in. i <br /> i Top Elevation: —18 ft. Easting: Drilling Company: Holocene Drilling Rod Diam.: 2-5/8"OD <br /> Vert.Datum: MLLW Station: Drill Rig Equipment: BK-81 Truck Hammer Type: Automatic <br /> Horiz.Datum: Offset: Other Comments: <br /> f SOIL DESCRIPTION .o m -o L d PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the Q 3 Hammer W t.&Drop: 140 lbs/30 inches I <br /> subsurface materials and drilling methods. The stratification Q E E o m n <br /> lines indicated below represent the approximate boundaries ) >5' Co a) <br /> between material types,and the transition maybe gradual. 0 CO 0 <br /> 0 20 60 <br /> I <br /> (QP91) <br /> 18 <br /> I <br /> 95 • <br /> 19 ,• <br /> 98.0 <br /> Very dense,dark gray,Silty Sand(SM) :.:1,:. I <br /> interbedded with Sandy Silt(ML);wet; ••• • <br /> "" • <br /> nonplastic to low plasticity fines,fine sand; _ 100 • <br /> trace fine organics. ':''z81o <br /> (Qpnl) ..,••r.; I <br /> • : <br /> 105 . '• <br /> I <br /> Very dense,dark gray,Poorly Graded Sand 105:7:' 21 I 50/6° <br /> . <br /> (SP);wet;nonplastic fines;trace fine gravel; <br /> • <br /> fine to medium sand,trace fine organics. .• • <br /> `' .• <br /> I <br /> • <br /> • <br /> 110 <br /> 11150/6" <br /> .0• <br /> BOTTOM OF BORING <br /> COMPLETED 6/2/2014 ;..:_._._._....................._......_._...._................_......._ <br /> a • <br /> • <br /> k. <br /> 115 <br /> x . <br /> a, • <br /> • <br /> x <br /> a <br /> _, <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered Si. Ground Water Level ATD % Fines(<0.075mm) <br /> N` I 2.0 O.D.Split Spoon Sample • %Water Content <br /> Plastic Limit I--• Liquid Limit I <br /> o' Natural Water Content <br /> p <br /> J <br /> §- South Terminal Wharf <br /> Q Upgrades for RO/RO <br /> I <br /> a NOTES Port of Everett,Washington <br /> 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. <br /> (V <br /> m 2.Groundwater level,if indicated above,is for the date specified and may vary. I <br /> ` 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING SW-1 <br /> N <br /> W <br /> t7 <br /> o August2014 21-1-21962-003 <br /> w <br /> y SHANNON&WILSON,INC. FIG.A-2 i I <br /> Geotechnical and Environmental Consultants Sheet 4 of 4 <br /> REV2 <br /> I <br />