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 Loq <br /> earth sciences Project Number Exploration Number Sheet <br /> incorporated 160594V001 GP-8 1of1 <br /> Project Name Brien Ford Everett Ground Surface Elevation(ft) 350 <br /> Location Everett.WA Datum MSI <br /> Driller/Equipment ESN /AMS PowerProbe 9630 Date StarUFinish 11/10/16,11/10/16 <br /> Hammer Weight/Drop N/A Hole Diameter(in) _2 inches <br /> c a� 0 <br /> N ° co co <br /> L — J° Blows/Foot F- <br /> >N U <br /> n S E `0 >, >E ° Q) <br /> T co ° m m _c <br /> DESCRIPTION " 10 20 30 40 <br /> Asphalt-4 inches <br /> Fill <br /> Loose,moist,orangish brown,silty,fine SAND(SP). <br /> GP-8-2 <br /> Medium dense,moist,orangish brown,silty,fine to medium SAND; <br /> oxidized(SP). <br /> 5 <br /> • <br /> Loose,very moist,brown,silty,fine to medium SAND(SM). <br /> Medium dense,moist, brown,silty,fine to medium SAND,some gravel <br /> (SM). <br /> Brick debris. <br /> — 10 <br /> Ice-Contact Deposits <br /> Dense,moist,orangish brown,gravelly,fine to coarse SAND,trace silt <br /> - (SW). <br /> [ ��/ Very stiff,moist,orangish brown,gravelly CLAY;plastic(CH). Density <br /> \overstated due to gravels. GP-8-14 <br /> Bottom of exploration boring at 14 feet <br /> — 15 Driller notes refusal at 14 feet. No ground water encountered. No odor. No <br /> staining. <br /> — 20 <br /> l0 <br /> a <br /> m Sampler Type(ST): <br /> tc9 _ 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: TWL <br /> o I 3"OD Split Spoon Sampler(D&M) [ Ring Sample Q Water Level() Approved by: JNS <br /> co <br /> t3 Grab Sample Z Shelby Tube Sample Z 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.