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Total Depth: 56.5 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 /> IIIHoriz.Datum: Offset: Other Comments: <br /> SOIL DESCRIPTION a E ai -o , 4= PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text fora proper understanding of the Z -o n• a S :). A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The Q aE o Q <br /> stratification fines represent the approximate boundaries (' <br /> between material types,and the transition maybe gradual. 0 20 40 60 <br /> PAVEMENT. f 0.6 a� <br /> Brown,silty,sandy GRAVEL; moist;(Hf) 0.8 :..:.,..... <br /> ... . . ..... . . . . . ... .... .. .. <br /> GM' .. .. <br /> • <br /> Brown,slightly silty.SAND,trace of fine ........ <br /> .:.: tl(�I <br /> gravel; moist;(Hf)SP-SM. • <br /> .: <br /> Gray,silty,fine to medium SAND,trace of 5.0 5 . <br /> gravel;moist trace of shells;(Hf)SM. :• ................:.:._..:...:........._.....:... <br /> :;. 2� • <br /> Gray-brown,slightly silty to silty SAND, 70 .c• 31 tz I • <br /> trace of gravel; moist;scattered wood <br /> -\debris;(Hf)SM/SP-SM. /- 8.9 w <br /> Medium stiff,dark gray,silty,fine SAND to 10 <br /> fine sandy SILT;wet;abundant wood r? o a • <br /> debris,odor;(Hf)SM/ML. <br /> 12.0 <br /> Loose,dark gray,silty,fine to medium :•: :; • <br /> ......................................................................................... <br /> SAND;wet;scattered to abundant wood •.:,:.•. 0 5 <br /> and shells;(Hf)SM. <br /> r. <br /> 15 0 • <br /> • 0 6 <br /> • Loose WOOD;wet;(Hf)PT. 17.0 .... <br /> 0 7 <br /> 19.5 '^4' <br /> Loose,gray,silty,fine SAND;wet •r. 20 • 0 <br /> scattered organics and shells; (Ha)SM. 0 8 <br /> z Medium dense,dark gray,silty,fine to <br /> 23.0 r <br /> Q medium SAND;wet;scattered seams of <br /> • <br /> sandy silt,scattered shells,trace of 25 . : • <br /> •r. <br /> O organics; (Ha)SM. 0 9 <br /> 1:'' ...• .... <br /> 8 Dense,dark gray,slightly silty,fine to <br /> 28.0 :. :; <br /> medium SAND;wet;trace of angular <br /> • <br /> g "'"'"' ' " ' '"" "'" ""' <br /> CONTINUED NEXT SHEET "•.:: ::' <br /> 0 0 2, 40 60 <br /> LEGEND 0 % Fines(<0.075mm) <br /> * Sample Not Recovered <br /> 8 <br /> ® Grab Sample • %Water Content <br /> N I 2.0"O.D.Split Spoon Sample <br /> 0 <br /> ]][ 3"O.D.Split Spoon Sample <br /> 14th St&16th St-Marina District <br /> a Port of Everett <br /> Everett,Washington <br /> a <br /> q <br /> NOTES <br /> c, 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions.0 <br /> LOG OF BORING B-4 <br /> N 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> w <br /> O 3.USCS designation is based on visual-manual classification and selected lab testing. January 2014 S W-4 <br /> -' 4.Upper 8 feet of boring was vacuum excavated. <br /> CC <br /> F- SHANNON&WILSON,INC. FIG.A-5 <br /> a • Geotechnical and Environmental Consultants <br /> Sheet 1 of 2 <br /> REV 2 <br />