My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5900 36TH AVE W PRE APP 015 - 032 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Geotech Report 2025-04-22
>
Address Records
>
36TH AVE W
>
5900
>
PRE APP 015 - 032 - SOUNDVIEW BUSINESS CAMPUS - VERITAS
>
Geotech Report
>
5900 36TH AVE W PRE APP 015 - 032 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Geotech Report 2025-04-22
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/22/2025 9:09:28 AM
Creation date
4/14/2025 8:44:31 AM
Metadata
Fields
Template:
Address Document
Street Name
36TH AVE W
Street Number
5900
Tenant Name
PRE APP 015 - 032 - SOUNDVIEW BUSINESS CAMPUS - VERITAS
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.
/
78
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
I I'th Earth Solutions NW TEST PIT NUMBER TP-5 <br /> L.t 1805-136th Place N.E., Suite 201 <br /> tirIlutlr�tl Bellevue,Washington 98005 PAGE 1 OF 1 <br /> �11 Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> CLIENT Veritas Construction PROJECT NAME Soundvew Business Center <br /> PROJECT NUMBER 4011 PROJECT LOCATION _Everett, Washington <br /> DATE STARTED 7/31/15 COMPLETED 7/31/15 GROUND ELEVATION 780 ft TEST PIT SIZE <br /> EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: <br /> EXCAVATION METHOD AT TIME OF EXCAVATION — <br /> I LOGGED BY BTS CHECKED BY BTS AT END OF EXCAVATION — <br /> NOTES Depth of Topsoil&Sod 10"-12":brambles AFTER EXCAVATION — _ <br /> w <br /> _ ~w <br /> ai J U n-p MATERIAL DESCRIPTION <br /> z -0 0 <br /> cn <br /> Brown silty SAND,medium dense to dense,moist(Weathered Till) <br /> -becomes gray,very dense,cemented(unweathered till) <br /> I <br /> SM <br /> 5 <br /> I <br /> 7.0 773 <br /> - <br /> Test pit terminated at 7.0 feet below existing grade. No groundwater encountered during excavation. <br /> Bottom of test pit at 7.0 feet. <br /> I <br /> • <br /> 1 <br /> I <br /> U, <br /> 0 <br /> O <br /> C7 <br /> ui <br /> _2 <br /> L) <br /> a_ <br /> 1 <br /> C7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.