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
► a Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> inc ° rp ° tat $ fl 160594V001 GP-15 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 347(approx) <br /> Location Everett.WA Datum N/A <br /> Driller/Equipment Cascade/Geoprobe Date Start/Finish _2113/17,2/13/17 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _2 inches <br /> c .) <br /> y Blows/Foot <br /> e S E mT �E o `5 <br /> TT ow m DESCRIPTION m 10 20 30 40 <br /> Asphalt-3 inches <br /> Fill <br /> - Loose,slightly moist,reddish brown,very silty,fine SAND,some fine to <br /> coarse gravel(SM). <br /> Vashon Ice-Contact <br /> S-1 • <br /> - Loose,slightly moist,brownish gray,silty,fine to medium SAND,some fine <br /> - to coarse gravel;no staining,no odor(SM). <br /> • <br /> • <br /> - 5 •• Loose to medium dense,wet,grayish brown,fine to medium SAND,trace <br /> silt(SP). <br /> - • GP-15:6 <br /> Dense,slightly moist,brownish gray,very silty,fine to medium SAND, <br /> some fine to coarse gravel(SM). <br /> S-2 - <br /> Vashon Advance Outwash <br /> Medium dense to dense,slightly moist,gray-brown,fine to medium SAND, <br /> - trace fine to coarse gravel,trace silt(SP). <br /> GP-15:GW <br /> - 10 As above(SP). <br /> Becomes slightly moist to moist. <br /> S-3 : <br /> • <br /> GP-15:15 <br /> - 15 - <br /> Bottom of exploration boring at 15 feet <br /> Ground water seepage at 6 feet. <br /> — 20 <br /> N_ <br /> C"N <br /> f2 <br /> tU- <br /> Q. <br /> Q. <br /> Eg Sampler Type(ST): <br /> I 2"OD Split Spoon Sampler(SPT) Ei No Recovery M-Moisture Logged by: KMA <br /> m 3"OD Split Spoon Sampler(D&M) [ Ring Sample Water Level 0 Approved by: OKP <br /> w 5 Grab Sample Q Shelby Tube Sample t 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.