My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3301 LOMBARD AVE COMPASS HEALTH SUPPORTIVE HOUSING 2022-02-18
>
Address Records
>
LOMBARD AVE
>
3301
>
COMPASS HEALTH SUPPORTIVE HOUSING
>
3301 LOMBARD AVE COMPASS HEALTH SUPPORTIVE HOUSING 2022-02-18
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/18/2022 3:43:15 PM
Creation date
8/19/2021 9:39:07 AM
Metadata
Fields
Template:
Address Document
Street Name
LOMBARD AVE
Street Number
3301
Tenant Name
COMPASS HEALTH SUPPORTIVE HOUSING
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.
/
397
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
0 <br />is <br />EOTECH <br />CONSULTANTS, INC. <br />Compass Health <br />P.O. Box 3810 <br />Everett, Washington 98213 <br />Attention: Tom Sebastian <br />via email.. sebastian @compassh. orq <br />Subject: Excavation Considerations <br />Proposed Multi -Story Building <br />3301 Lombard Avenue <br />Everett, Washington <br />Dear Mr. Sebastian: <br />2401 10th Ave E <br />Seattle, Washington 98102 <br />(425) 747-5618 <br />J N 17399 <br />July 25, 2019 <br />gal <br />t <br />_ <br />VERE T <br />We prepared a geotechnical engineering study for this project. As noted in the study, dense glacial <br />till was revealed on the site at depths ranging from approximately 4 to 5 feet below the ground <br />surface, and a relatively loose soil was revealed above it. We provided generalized temporary <br />excavation recommendations in our study for the different soils on site (one soil being loose upper <br />soil, the second being the glacial till). However, a more complete excavation plan has been <br />prepared for the project. As such, we can make more specific temporary excavation requirement. <br />Based on a significant number of projects we have been involved with in Everett and Puget Sound <br />area where glacial till has been encountered, it is our professional opinion that, a temporary <br />excavation with two separate inclinations; a vertical inclination can be made at the excavation base <br />within the glacial till soil, while a typical 1:1 (H.V) inclination can be made near the ground surface <br />above the vertical portion where the loose upper soil is encountered. The maximum vertical bottom <br />portion should be limited to 5 feet. We have observed several similar and successful open - <br />excavation situations in these types of soil in the area. <br />We trust that this report meets your immediate needs for the proposed developmerA Please contact <br />us if we can be of further service. <br />Respectfully submitted, <br />GEOTECH CONSULTANTS, INC. <br />D. Robert Ward, P.E. �joN�►L <br />Principal <br />07/25/19 <br />cc: Lotus Development Partners LLC — Michelle Morlan <br />via email. • michelle@lotusdevpartners.com <br />Environmental Works — Bill Singer <br />via email: 13Singer@eworks.org <br />DRW:kg r z <br />�� J <br />
The URL can be used to link to this page
Your browser does not support the video tag.