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
0161e>. associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> incorp* ratsd 160594V001 GP-13 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 345 (approx) <br /> Location Everett.WA Datum N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish _9/13/17 2/13/1_7 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _9 inches <br /> C 75 0 <br /> - N U— O > ' y <br /> o <br /> °' `� Blows/Foot <br /> L m —N J y <br /> o S E E >, E .(12 ° t <br /> ❑ T cn 0 O m O <br /> DESCRIPTION 10 20 30 40 <br /> ''',; Concrete-4 inches <br /> Fill <br /> - Loose,slightly moist,orangish gray,silty,fine to medium SAND,trace fine <br /> gravel;no staining,no odor(SM). <br /> S-1 Vashon Ice-Contact <br /> -: Loose,slightly moist to moist,brownish gray,silty,fine to medium SAND, <br /> - trace fine to coarse gravel(SM). <br /> - 5 • <br /> - Loose to medium dense,slightly moist,brownish gray,silty,fine to medium <br /> SAND,trace to some fine to coarse gravel;no staining,no odor(SM). <br /> - Loose to medium dense,slightly moist,brownish gray,fine to medium <br /> S-2 SAND,some silt,trace fine to coarse gravel;no staining,no odor(SP). <br /> - <br /> - Dark gray staining,strong odor. PID=2.3 ppm <br /> GP-13:10 <br /> - 10 - • - Medium dense,slightly moist,brownish gray with slight dark gray staining, <br /> - • very silty,fine to medium SAND,some fine to coarse gravel;slight odor <br /> (SM). PID=1.9 ppm <br /> Vashon Advance Outwash <br /> S-3 - Medium dense,slightly moist,orangish brown,fine to medium SAND, <br /> . trace silt,trace fine to coarse gravel;no staining,no odor(SP). <br /> GP-13:12 <br /> - 15 - <br /> Bottom of exploration boring at 15 feet <br /> - No ground water encountered. <br /> - 20 <br /> a <br /> O . <br /> a_ <br /> a <br /> a <br /> L <br /> U <br /> a <br /> Sampler Type(ST): <br /> N <br /> _ 2"OD Split Spoon Sampler(SPT) _ No Recovery M-Moisture Logged by: KMA <br /> o LE 3"OD Split Spoon Sampler(D&M) [ Ring Sample Q Water Level() Approved by: OKP <br /> 03 <br /> a Grab Sample 0 Shelby Tube Sample 1 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.