1202 100TH CT SE 2022-12-15 - Laserfiche WebLink

ti Total Depth: 69 ft. Northing: Drilling Method: Hollow Stem Auger Hole Diam.: 6 in. Top Elevation: - Easting: Drilling Company: Geologic Drill Rod Diam.: AWJ Vert.Datum: Station: Drill Rig Equipment: Mini Track Rig Hammer Type: Manual,Rope Horiz. Datum: Offset: Other Comments: SOIL DESCRIPTION o m 2 -a PENETRATION RESISTANCE (blows/foot) Refer to the report text for a proper understanding of the Q A Hammer Wt.&Drop: 140 lbs/30 inches subsurface materials and drilling methods. The stratification -a E, E 2 m Q lines indicated below represent the approximate boundaries a) CO 0 between material types,and the transition maybe gradual. 0 20 40 60 Advance Glaciolacustrine Deposits (Qvgl); 20 I \ \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • . . . . . . . . . . . . . . WSDOTP9 Disturbance Factor: 0 \ \ .............................................................................................. • • • . . . . . . . . . . . . . . • • • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Very stiff to hard, gray, Silty Lean Clay(CL)to 22 I \ \ 55 . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................ ......................................... Silty, Fat Claymoist to wet• massive to . . . . . . . . . . . . . . • " . . . . . . . . . . . . . . . . laminated;trace silty sand to sandy silt 23 .......................................... partings. o :....................................... m 0 . . . . . . . . . . . . . . . . . . Advance Glaciolacustrine Deposits(Qvgl); 24 =\ :...:... 3 WSDOT Qpgl Disturbance Factor: 0 0\ . . . . . . . . . . . . . . . . . . . . . . . . ................................................................................................................... . . . . . . . . . . . . . . . 65 O O27 \ • • • • • • • • • . . . . . 69.0 . . . . . . . . . •. . . . . . . . . . . . . . . . ...................................................................................................... BOTTOM OF BORING 70 COMPLETED 8/11/2014 O : 75 85 . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 ................... .............................................................................................:...:...:...:...:...:... • • • • • • • • • • • • • • • • • • • • • • . . . . . . . •. . . . . . . . . •. . . . . . . . . z co • • • • • • • • . . . . . . . . . . . . . . . . . . 95 re . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o : : : : : . o> ...:...:...:...:...:...:...:...:...:......:...:...:...:...:... 0 20 40 60 LEGEND ✓ * Sample Not Recovered EED Piezometer Screen and Sand Filter O % Fines(<0.075mm) 2.0"O.D.Split Spoon Sample • %Water Content I P P P ® Bentonite Cement Grout o :!■:! Bentonite Chips/Pellets 0 ® Bentonite Grout o S7 Ground Water Level ATD a Panaview Landslide co NOTES Everett,Washington m 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. 0 2.Groundwater level,if indicated above,is for the date specified and may vary. / 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-1 N W o October 2014 21-1-21709-002 J cc SHANNON &WILSON, INC. FIG. a Geotechnical and Environmental Consultants Sheet 2 of 2 2 REV 0 -Log in Progress