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Total Depth: 56.3 ff. Northing Drilling Method: Mud Rotary Hole Diem.- 6 irt.
<br /> Top Elevation: -18 rt. Easting: Drilling Company -Holocene Drilling Rod Diam.: AWJ 2-5i&lnch
<br /> III
<br /> Vert.Datum: Station: Drill Rig Equipment: BK 81 Hammer Type; Automatic
<br /> Horiz Datum: Offset. Drill
<br /> Comments:
<br /> SOIL DESCRIPTION o E ayi .o s± PENETRATION RESISTANCE (blows/foot)
<br /> Referlo the report text fora proper understanding of the tom.' Jp. CI a a' t.3 A Hammer Wt.&Drop: 140 lbs/30 inches
<br /> subsurface materials and drilling methods The o E
<br /> stratification lines represent the approximate boundaries O a N O
<br /> ti-
<br /> between material types,and the transition maybe gradual. 0 20 40 CO,
<br /> -NPAVEMENT. ` u.z , 191
<br /> Brown,silty,sandy GRAVEL;moist(Hf) 0.4 ��'
<br /> ,
<br /> GM. ` •
<br /> Gray-brown,slightly silty to silty,fine ':1'
<br /> SAND;wet scattered wood and shells; 4,0
<br /> \(Ht)SM/SP-SM. f
<br /> •-
<br /> Gray,intermixed,silty,fine SAND and fine 2f J
<br /> lsandy SILT,trace of clay;wet;trace of 6,5
<br /> organics and shells;(Hf)SM/ML. f . ,; 3]/3] O •
<br /> Gray,slightly silty,fine to medium SAND; '•:.:•:'.
<br /> \wet;trace of organics and shells;(Hf) 9.0 re:
<br /> SP-SM. / ' '}' 10 0•
<br /> Very loose,gray,silty,fine SAND;wet; • o sl
<br /> trace of organics and shells;(Hf)SM. ; ::
<br /> Very loose,gray,fine sandy SILT to silty, 12 0 •
<br /> fine SAND;wet;large gravel at 12.5 feet, 0 s� 4.
<br /> scattered organics,trace of shells,trace of
<br /> angular coarse sand;(Hf)ML/SM. TT 15 • (Pei
<br /> 0 81 4,
<br /> 4
<br /> 17.0 111
<br /> Medium stiff,gray,slightly fine sandy, F- --1111-)
<br /> slightly clayey SILT;moist;scattered wood o 7�
<br /> debris;(He)MH.
<br /> Loose,dark gray,silty,fine SAND;moist to 19' :1;, -- 20 •
<br /> wet;scattered wood debris and shells;(Ha) • o s
<br /> SM.
<br /> 23,0 -S.'Very loose,gray,silty,fine to medium 1,.
<br /> t _SAND;wet;scattered organics,large
<br /> chunk of wood debris;(Ha)SM. i; 25 0 •
<br /> ...
<br /> o s
<br /> Dense,gray grading to brown,slightly silty, 28.0
<br /> $ fine to medium SAND;moist to wet;(Ha)
<br /> CONTINUED NEXT SHEET ,.1.:
<br /> 0 ZO 40 60
<br /> UMW
<br /> • Sample Not Recovered 0 %Fines(<0.075mm)
<br /> ® Grab Sample • %Water Content
<br /> 12.ir O.D.split spoon Sample Plastic Limit 1 --III C Liquid Limit
<br /> toNatural Water Content
<br /> to
<br /> E 14th St&16th St Marina District
<br /> Port of Everett
<br /> y Everett,Washington
<br /> 2
<br /> a
<br /> 4.1
<br /> G =ES
<br /> N 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B-1 B
<br /> w 2.Groundwater level,if indicated above is for the date specified and may vary.
<br /> II)
<br /> 3.USCS designation is based on visual-manual classification and selected lab testing.
<br /> 4.Upper 8 feel of boring was vacuum excavated. January 2014 21-1-21761-003
<br /> re
<br /> SHANNON&WILSON,INC. FIG.A-2
<br /> Geoteetnicel and Envinrxeeeral Consultants shoot 1 of 2
<br /> REV2
<br /> SW-1 B
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