My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5200 EVERGREEN WAY 2019-05-29
>
Address Records
>
EVERGREEN WAY
>
5200
>
5200 EVERGREEN WAY 2019-05-29
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/29/2019 11:54:50 AM
Creation date
5/29/2019 10:32:21 AM
Metadata
Fields
Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
5200
Notes
GEOTECHNICAL REPORT INCLUDED
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.
/
238
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
irrip>, associated Exploration Log <br /> _479earth sciences Project Number Exploration Number Sheet <br /> incorporated 160594V001 GP-3 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 344 <br /> Location Everett.WA Datum MSL <br /> Driller/Equipment ESN/AMS PowerProbe 9630 Date Start/Finish 11/A/16,11/9/16 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _2 inchP-S <br /> c D> _ .N. <br /> Co _° ° <br /> a) to N <br /> Q a a) -I N Blows/Foot <br /> T in f6 � �om <br /> ° DESCRIPTION ° 10 20 30 40 ° <br /> Asphalt-3 inches <br /> Fill <br /> Medium dense,moist,grayish brown,fine to coarse SAND(SW). <br /> — 5 <br /> Ice-Contact Deposits <br /> Medium dense,very moist,orangish brown,silty,fine SAND(SM). <br /> r Medium dense,moist,gray,fine to medium SAND;odor(SP). PID=4.2 <br /> L Ppm <br /> Dense,moist,gray,fine to meduim SAND;odor(SP). PID=3.1 ppm <br /> GP-3-9 <br /> — 10 <br /> Vashon Advance Outwash <br /> Dense,moist,grayish brown,fine to coarse SAND;odor(SP). PID=0.4 <br /> ppm <br /> Dense,moist,brown,fine SAND(SP). PID=0.0 ppm <br /> GP-3-14 <br /> — 15 <br /> Bottom of exploration boring at 15 feet <br /> — 20 <br /> C- <br /> N <br /> 0, <br /> N <br /> U_ <br /> l0 <br /> a. <br /> Sampler Type(ST): <br /> I 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: TWL <br /> I 3"OD Split Spoon Sampler(D&M) II Ring Sample Water Level 0 Approved by: JNS <br /> a ® Grab Sample 0 Shelby Tube Sample V Water Level at time of drilling(ATD) <br />
The URL can be used to link to this page
Your browser does not support the video tag.