My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2019 113TH PL SE 2017-01-13
>
Address Records
>
113TH PL SE
>
2019
>
2019 113TH PL SE 2017-01-13
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/13/2017 10:55:18 PM
Creation date
1/10/2017 2:30:53 PM
Metadata
Fields
Template:
Address Document
Street Name
113TH PL SE
Street Number
2019
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.
/
49
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 <br />April 21, 2016 <br />ES-3588.01 <br />Polygon Northwest <br />PO Box 1349 <br />Bellevue, Washington 98009 <br />Attention: Mr. Jeff Jacobsen <br />• Earth <br />� Salutions <br />NW«c <br />Earth Solutions NW ��.c <br />• Geotec.hnical Engineering <br />° Construction Monitoring <br />• Environrnental Sciences <br />Subject: Final Report — Building 2 <br />Construction Monitoring and Consulting Services <br />Silver Lake Center <br />2015, 2017, 2019, 2021, 2023 & 2025 — 113t" Place Southeast <br />��r,�F•,R�.; lnr������!���� <br />City of Everett Permits C1411-048, C'i4'11-049, C141'I-050, C1411-050, <br />C1419-051, C1411-052 & C1411-53 <br />Dear Mr. Jacobsen: <br />In accordance with your request, Earth Solutions NW, LLC (ESNW) provided construction <br />monitoring and consulting services at the subject site. Our services included providing onsite <br />observations and testing on a part-time from November 12, 2015 to March 6, 2016. �ur <br />representatives made four site visits to observe and test the building foundation subgrade, <br />structural fili, and confirm subsurFace soil conditions at permeable pavement areas. <br />Our representative observed building foundation subgrade to be dense and suitable for support <br />of the proposed structure. <br />Our representative conducted six field density tests in accordance with ASTM Test Designation <br />D2922 (Nuclear Gauge Method). One representative soi! sample was returned to our <br />laboratory for analysis of the maximum dry density and optimum moisture content in <br />accordance with ASTM D1557-02 {Modified Proctor). Density test results indicate adequate <br />compaction of at least 95 percent at the tested locations of the building slab backfill, <br />Based on our observations and testing, the earthwork construction was accomplished in <br />accordance with the project plans and our geotechnical recommendations. <br />18i�'i - 136�h Plac:e N.E., Si�ite ?Cl1 •[3ellt�vue, 1NA 9IIU05 °(425't �:49-�k704 • FAX (425) 4�`.)-�1i11 <br />
The URL can be used to link to this page
Your browser does not support the video tag.