My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5200 EVERGREEN WAY SEPA 017 - 010 Geotech Report 2025-04-23
>
Address Records
>
EVERGREEN WAY
>
5200
>
SEPA 017 - 010
>
Geotech Report
>
5200 EVERGREEN WAY SEPA 017 - 010 Geotech Report 2025-04-23
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/23/2025 7:49:55 AM
Creation date
4/15/2025 8:38:21 AM
Metadata
Fields
Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
5200
Tenant Name
SEPA 017 - 010
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.
/
52
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
) * associated Exploration Log <br /> earth sciences Project Number Exploration Number Sheet <br /> 4‹. incorporated 160594V001 GP-5 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) 9 inr•.heS <br /> c a� w <br /> U ° ° in Blows/Foot a) <br /> n S E m T p- o <br /> T 0a) o mm r <br /> DESCRIPTION o 10 20 30 40 <br /> Concrete-4 inches <br /> Ice-Contact Deposits <br /> Medium dense,moist,orangish brown,silty,fine to medium SAND(SM). <br /> Medium dense,moist,brown,silty,fine SAND,some gravel(SM). <br /> GP-5-2 <br /> Large gravel. <br /> — 5 Dense,moist,brown,gravelly,silty,fine SAND(SM). <br /> Dense,very moist,brown,silty,fine SAND(SM). <br /> • Very dense,moist,orangish brown to brown,silty,fine SAND,some gravel <br /> - (SM). <br /> [ GP-5-10 <br /> — 10 <br /> Bottom of exploration boring at 10 feet <br /> No ground water encountered. No odor. No staining. <br /> — 15 <br /> 20 <br /> r, <br /> o_ <br /> Q) <br /> N <br /> _ <br /> a_ <br /> g Sampler Type(ST): <br /> 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: TWL <br /> m 3"OD Split Spoon Sampler(D&M) I Ring Sample Q Water Level() Approved by: JNS <br /> w ® Grab Sample Z 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.