Laserfiche WebLink
Total Depth: _71.5 ft. Northing: Drilling Method: Mud Rotary Hole Diam.: 4 in. <br /> Top Elevation: -18 ft. Easting: Drilling Company: Holocene Drilling Rod Diam.: AWJ 2-5/8-inch <br /> Vert.Datum: Station: _ Drill Rig Equipment: BK-81 Hammer Type: Automatic <br /> Horiz.Datum: Offset: Other Comments: <br /> SOIL DESCRIPTION 44 o E -a 4� PENETRATION RESISTANCE (blowstfoot) <br /> Refer to the report text for a proper understanding of the a M a a :? ♦ Hammer Wt.&Drop: 1401bs/30 inches <br /> subsurface materials and drilling methods. The p >. E 0 @ 5- <br /> stratification lines represent the approximate boundaries 0 U) d � (D 0 <br /> between material types,and the transition may be gradual. U) <br /> 20 40 60 <br /> 0 9 <br /> Dense,gray-blue,slightly silty,fine to 33.0 ' <br /> medium SAND;moist; (Ha)SP-SM. <br /> 35 <br /> '• 0 10 <br /> Very dense,gray,silty,gravelly SAND; 40.0 40 <br /> 0 11 68A L <br /> wet;trace of shells; (Hb)SM. <br /> Very dense,gray,slightly silty,fine SAND; 42.0 ` <br /> wet; micaceous; (Qpnf)SP-SM. <br /> 45 <br /> 0 12� <br /> I 50 <br /> 0 131 84A L <br /> Y Very dense,gray-blue,fine to medium 53.0 <br /> a SAND,trace of silt; moist;scattered red <br /> sand grains, scattered clayey silt pockets T 55 <br /> and seams below 70 feet;(Qpnf)SP. 0 141 64A 6 <br /> Q <br /> U <br /> U <br /> h <br /> c <br /> CONTINUED NEXT SHEET <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered O % Fines(<0.075mm) <br /> �a Grab Sample • %Water Content <br /> 1 2.0"O.D.Split Spoon Sample <br /> 0 <br /> O <br /> 14th St& 16th St-Marina District <br /> Q Port of Everett <br /> Everett, Washington <br /> a <br /> n <br /> NOTES <br /> N 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B-3C <br /> w <br /> 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> 0 3.USCS designation is based on visual-manual classification and selected lab testing. <br /> o January 2014 21-1-21761-003 <br /> 4.Upper 8 feet of boring was vacuum excavated. <br /> N SHANNON&WILSON, INC. I FIG.A-4 <br /> a Geotechnical and Environmental Consultants Sheet 2 of 3 <br /> REV 2 <br />