My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9931 19TH AVE SE 2018-01-02 MF Import
>
Address Records
>
19TH AVE SE
>
9931
>
9931 19TH AVE SE 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/14/2021 11:56:33 AM
Creation date
4/2/2017 3:16:40 PM
Metadata
Fields
Template:
Address Document
Street Name
19TH AVE SE
Street Number
9931
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
240
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
April 10, 1997 <br />ARCO Petroleum Products Company <br />c/o Environmental Associates, Inc. <br />2122 - 112th Avenue NE, Suite B-100 <br />Bellevue, Washington 98004 <br />Attn: Mr. Don Spencer <br />Letter <br />Proposed ARCO Am/Pm Mini -Market <br />Everett, Washington <br />NCA File No. 189996 <br />Environmental Associates, Inc. File No. JN-6413 <br />Dear Mr. Spencer: <br />This letter presents the results of our evaluation of the Keystone wall in the wet cell pond of the <br />proposed ARCO Am/Pm Mini -Market in Everett, Washington. The site is located on the northeast <br />corner of the intersection of 19th Avenue SE (1 iighway 527) and 100th Street SE. You have provided us <br />with comments on the plans made by the City of Everett to confirm stability of the wall, for our use in <br />preparing this letter.. <br />A 3-foot-high KeyStone wall is planned on the south side of the proposed wet cell pond. The <br />manufacture's recommendation for KeyStone walls is to fill the voids in the blocks with free draining <br />material, such as 5/8-inch crushed rock. Typical, cantilever type concrete retaining walls surround the <br />other sides of the pond. The dead storage elevation of the pond will he 1.6 feet above the bottom. We <br />are not aware of the maximum water height of the pond, it may be above the top of the KeyStone wall. <br />The wet cell will be excavated into the native subsurface conditions. The exploration, performed during <br />the preparation of our geotechnical report, encountered a very dense silty fine sand, interpreted as glacial <br />till. This type of soil has a very low permeability, and typically has high strengths in its undisturbed <br />slate. <br />The wall should be stable with the planned conditions, and should not be impacted by saturation of the <br />soils behind the block wall. Water allowed to flow through the free draining material of the wall and the <br />
The URL can be used to link to this page
Your browser does not support the video tag.