My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5900 36TH AVE W SEPA 015 - 034 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Land Use Decision Documents 2025-04-22
>
Address Records
>
36TH AVE W
>
5900
>
SEPA 015 - 034 - SOUNDVIEW BUSINESS CAMPUS - VERITAS
>
Land Use Decision Documents
>
5900 36TH AVE W SEPA 015 - 034 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Land Use Decision Documents 2025-04-22
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/22/2025 9:53:29 AM
Creation date
4/8/2025 3:24:57 PM
Metadata
Fields
Template:
Address Document
Street Name
36TH AVE W
Street Number
5900
Tenant Name
SEPA 015 - 034 - SOUNDVIEW BUSINESS CAMPUS - VERITAS
Address Document Type
Land Use Decision Documents
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.
/
984
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
Downstream Analysis <br />PACLAND-Bellevue previously conducted a downstream analysis for the Soundview <br />project on May 13, 2005 along with further reconnaissance January 2006. Downstream <br />analysis included visual, quantitative and qualitative review as required by the City of <br />Everett. <br />PACLAND-Bellevue performed an additional analysis and site walk of the downstream <br />conditions on October 8, 2016 to determine if significant changes have occurred since <br />the original downstream analysis. The Soundview project will release storm water to <br />three (3) separate sub -basins. The following downstream summaries include the <br />original descriptions from 2005 and 2006 with revised or additional information inserted <br />in bold for clarity. <br />Basin A: <br />10/9/15 Update: There have been no apparent changes to the downstream system <br />since the first analysis in 2005/2006. <br />The western portion of the site drains into Japanese Gulch. The natural drainage flows <br />down to the forest valley which continues to the bottom of Japanese Gulch, where it <br />intersects the Burlington Northern Railroad Spur. The average slope of this large forest <br />valley is approximately 10-20% with portions near the top greater than 40%. Existing <br />flows intersect the railroad bed and are conveyed underneath the railroad bed by a 24" <br />reinforced concrete pipe. (See below). <br />alit <br />Soundview <br />Preliminary Downstream Analysis <br />
The URL can be used to link to this page
Your browser does not support the video tag.