My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1329 MADRONA AVE Geotech Report 2022-10-25
>
Address Records
>
MADRONA AVE
>
1329
>
Geotech Report
>
1329 MADRONA AVE Geotech Report 2022-10-25
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 2:03:11 PM
Creation date
4/1/2022 4:04:40 PM
Metadata
Fields
Template:
Address Document
Street Name
MADRONA AVE
Street Number
1329
Address Document Type
Geotech Report
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
40
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
>1.. a SS 0 at a tod Exploration Log <br /> ! earth sciences Project 4/ g Exploration Number Sheet <br /> in ¢ p, pp ,E1ed 170649E002 EB-2 1of1 <br /> Project Name Janowicz Ground Surface Elevation 62 <br /> Location Everett.WA Datum <br /> Driller/Equipment Boreteo/Track mounted Date Start/Finish . /15/1A1/15/18 <br /> Hammer Welght/Drop 140#/30" Hole Diameter(in) 6 inches <br /> ,' o v p CO ;` N <br /> Q. s ; �,iu. g Blows/Foot -. <br /> a T c9m �o '12 <br /> DESCRIPTION 8 g m <br /> 10 20 30 40 O <br /> '`''_'' Topsoil i <br /> Colluvium/Landslide Deposits . <br /> i <br /> - T S 1 Moist to very moist,light brown to gray with obvious oxidation,sandy,SILT, 2 <br /> 1 trace gravel(ML). <br /> 2 A4 <br /> 2 <br /> 5 Moist to <br /> S 2 very moist,gray,sandy,SILT,trace gravel;unsorted;till-like(ML). 2 <br /> — 3 A6 <br /> - Gravelly drill action observed 6 to 6.5 feet. 3 <br /> - S 3 Moist to very moist,gray,sandy,SILT,trace gravel;contains tens(3 inches 3 <br /> I thick)of light brown,fine sand,trace silt;unsorted(ML). w 8 ,z0 <br /> - <br /> Gravelly drill action observed at 9 feet. 12 <br /> — 10 S 4 Wet,gray,SILT,some sand,trace gravel;minor mica flakes(ML). 0 <br /> • 4 ee <br /> - 4 <br /> • <br /> — 15 S 5 Moist to wet,gray,sandy,SILT,trace gravel(ML). 5 <br /> Free water in seam(4 inches thick)of less silty material;minor mica flakes 5 ®f0 <br /> • (ML). 5 <br /> Pre-Vashon Nonglacial Sediments <br /> F 20 -• V moist to wet dark` S-6 SILT,fine organic matter minor mica flakes(SM-ML). 1ranges to sandy, g4 Aso <br /> - 16 <br /> Harder drilling observed. <br /> — 25 Wet, <br /> S 7 •:•: gray,very silty,fine SAND,trace gravel,occasional organics;looser, 31 <br /> • wetter layers to sampler(SM). 28 58 <br /> 1- 30 <br /> — 30 — S$ ::: Wet,gray,very silty,fine SAND ranges to sandy,SILT,trace gravel;some <br /> stratification(SM-ML). 2436 74 <br /> 38 <br /> Bottom of exploration boring at 31.5 feet <br /> Groundwater encountered at 9 feet <br /> — 35 <br /> S_ <br /> N <br /> (`r <br /> a <br /> Q- <br /> 0. <br /> a <br /> al <br /> al Sira777mpler Type(ST): <br /> F III 2"OD Split Spoon Sampler(SPT) El No Re <br /> covery M-Moisture Logged by: TG <br /> m m 3"OD Split Spoon Sampler(ID&M) ® Ring Sample V. Water Level() Approved by: JHS <br /> a ® Grab Sample 0 Shelby Tube Sample X Water Level at time of drilling(AID) <br />
The URL can be used to link to this page
Your browser does not support the video tag.