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
Earth Solutions NW TEST PIT NUMBER TP-7 <br /> I Li rttl 1805-136th Place N.E., Suite 201 PAGE 1 OF 1 <br /> `►"IUtl(III Bellevue,Washington 98005 <br /> \N ', Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> CLIENT Veritas Construction PROJECT NAME Soundview Business Center <br /> PROJECT NUMBER 4011 PROJECT LOCATION Everett,Washington <br /> DATE STARTED 7/31/15 COMPLETED 7/31/15 GROUND ELEVATION 378 ft TEST PIT SIZE <br /> IEXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: <br /> EXCAVATION METHOD AT TIME OF EXCAVATION -- <br /> I LOGGED BY BTS EC BY BTS AT END OF EXCAVATION — <br /> NOTES Depth of Topsoil 8�Sod 12"-14CH ferns AFTER EXCAVATION — <br /> w <br /> a- wm 0 o_� <br /> re <br /> o v = 0 Q p MATERIAL DESCRIPTION <br /> 2z D 6 <br /> I 0 co <br /> Q <br /> c7 <br /> Gray silty SAND with gravel, dense, moist(Native-Till) <br /> I <br /> I . <br /> I SM <br /> 5 _ <br /> -becomes cemented <br /> Iii <br /> 9.0 369.1 <br /> Test pit terminated at 9.0 feet below existing grade. No groundwater encountered during excavation. <br /> Bottom of test pit at 9.0 feet. <br /> I <br /> I <br /> lI- <br /> 0 <br /> o <br /> VI <br /> D <br /> Iz <br /> 3 <br /> I il <br /> a <br /> I- <br /> CO111 <br /> I. Ui <br /> z <br /> w <br /> r9 <br /> I <br />
The URL can be used to link to this page
Your browser does not support the video tag.