My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2710 59TH ST SW 2022-06-21
>
Address Records
>
59TH ST SW
>
2710
>
2710 59TH ST SW 2022-06-21
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/21/2022 7:22:25 AM
Creation date
6/21/2022 7:22:11 AM
Metadata
Fields
Template:
Address Document
Street Name
59TH ST SW
Street Number
2710
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.
/
7
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
GEOENGINEERS Memorandum <br /> 17425 NE Union Hill Road Suite 250,Redmond,WA 98052,Telephone:425.861.6000,Fax:425.861.6050 www.geoengineers.com <br /> To: Tom Hood, PE, City of Everett <br /> From: Debra Overbay, PE and Cody Gibson PG, GeoEngineers, Inc. <br /> Date: February 28, 2022 <br /> File: 0661-133-00 <br /> Subject: Geotechnical Memorandum <br /> 2702 59th Street SW Landslide Assessment <br /> INTRODUCTION <br /> This memorandum presents a summary of our geotechnical evaluation of the recent landslide that occurred <br /> within the private property of 2702 59th Street SW. The site is located in the southwest portion of the City of <br /> Everett on the east side of Powder Mill Gulch. The recent landslide extends across two residences(2702 and <br /> 2710 59th Street SW). Most of the slope failure and visible displacement are in the backyard of the private <br /> property at 2702 59th Street SW. <br /> We understand that the landslide occurred following a rain-on-snow event in late December,and that noticeable <br /> additional movement has not been visually observed since the initial slide.Our services were requested by you <br /> to complete a site visit and preliminary qualitative assessment of the landslide. <br /> SITE OBSERVATIONS <br /> We visited the site on January 24, 2022. The failure is a rotational <br /> arcuate-shaped landslide extending approximately 200 feet from east <br /> to west with a scarp height of approximately 1 to 5 feet.The main body `'='. <br /> of the slope failure is within and below the 2702 59th Street SW <br /> property and is slightly back tilted towards the scarp (refer to Photos ::L, ;, ..... *: • <br /> - <br /> 1 and 2).A broken perforated, drain pipe and an irrigation pipe were t : T _ -- <br /> exposed within the scarp. The scarp on the western property(2710) �r_� �4,-+,-_ •• <br /> extends through a collapsed shed and to the east side of the walkway. - j. <br /> The approximate location of the scarp is shown in Figures 1 and 2. +r <br /> X <br /> ,1 ---- " 1 <br /> c <br /> .y <br /> Photo 1.Looking West at Head Scarp <br /> A, ', .- and Exposed Pipes <br /> ,k i d -f <br /> Photo 2. Fence at 2702,Cleared Area with Debris Downslope <br />
The URL can be used to link to this page
Your browser does not support the video tag.