My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
400 RIVERSIDE RD SEPA 016 - 039 - RIVERSIDE BUSINESS PARK Geotech Report 2025-04-14
>
Address Records
>
RIVERSIDE RD
>
400
>
SEPA 016 - 039 - RIVERSIDE BUSINESS PARK
>
Geotech Report
>
400 RIVERSIDE RD SEPA 016 - 039 - RIVERSIDE BUSINESS PARK Geotech Report 2025-04-14
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/14/2025 7:58:17 AM
Creation date
4/4/2025 11:43:01 AM
Metadata
Fields
Template:
Address Document
Street Name
RIVERSIDE RD
Street Number
400
Tenant Name
SEPA 016 - 039 - RIVERSIDE BUSINESS PARK
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.
/
43
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
TERRA ASSOCIATES, Inc. <br /> ' Consultants in Geotechnical Engineering, Geology <br /> and <br /> Environmental Earth Sciences <br /> December 8,2016 <br /> Project No. T-7388-1 <br /> Mr.Dave Kessler <br /> Latitude Development, LLC <br /> 1801 West Valley Highway North, Suite 101 <br /> Auburn, Washington 98001 <br /> ' Subject: Geotechnical Report <br /> Riverside Business Park, Lots 2 and 4 <br /> ' Riverside Road <br /> Everett, Washington <br /> ' Dear Mr. Kessler: <br /> As requested, we have conducted a geotechnical engineering study for the subject project. The attached report <br /> ' presents our findings and recommendations for the geotechnical aspects of project design and construction. <br /> Soil conditions interpreted from CPTs at the site consist of 3 feet to 8 feet of fill overlying native alluvial soils. <br /> ' The alluvial soils consist of sands underlain by a 4- to l 1-foot thick layer of soft, compressible silt and clay that <br /> is in turn underlain by medium dense to dense sands. Groundwater is interpreted from 2 of the CPTs to be at <br /> depths of 4.8 feet and 10.7 feet. <br /> ' In our opinion, soil and groundwater conditions at the site will be suitable for support of the development as <br /> planned provided recommendations contained herein are incorporated into project design and construction <br /> specifications. Site preparation to mitigate potential building settlements due to consolidation of the soft silt/clay <br /> consists of ground improvement by surcharging the building pad area. <br /> We trust the information provided in the attached report is sufficient for your current needs. If you have any <br /> questions or need additional information, please call. <br /> Sincerely yours, <br /> TERRA ASSOCIATES,INC. <br /> ' Kevin P. Roberts, P.E. <br /> Geotechnical Engineer <br /> • <br /> Theodore J. Schepper,P.E. <br /> President <br /> 12220 113th Avenue NE, Ste. 130, Kirkland, Washington 98034 <br /> Phone (425) 821-7777 • Fax (425) 821-4334 <br />
The URL can be used to link to this page
Your browser does not support the video tag.