My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10521 19TH AVE SE Geotech Report 2022-10-25
>
Address Records
>
19TH AVE SE
>
10521
>
Geotech Report
>
10521 19TH AVE SE Geotech Report 2022-10-25
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 1:43:53 PM
Creation date
2/26/2021 10:48:00 AM
Metadata
Fields
Template:
Address Document
Street Name
19TH AVE SE
Street Number
10521
Address Document Type
Geotech Report
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.
/
23
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
Geotechnical Engineering Report <br /> Mixed-Use Everett <br /> 10521-19t''Ave. SE <br /> Everett, Washington <br /> March 23, 2016 <br /> RN File No. 3109-001 A <br /> Page 2 <br /> Geology <br /> Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The <br /> last period of glaciation, the Vashon Stade of the Fraser Glaciation, ended approximately 14,000 <br /> years ago. Many of the geomorphic features seen today are a result of scouring and overriding <br /> by glacial ice. During the Vashon Stade, areas of the Puget Sound region were overridden by <br /> over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much <br /> greater extent than those that were not. Part of a typical glacial sequence within the area of the <br /> site includes the following soil deposits from newest to oldest: <br /> Artificial Fill (af)—Fill material is often locally placed by human activities, consistency <br /> will depend on the source of the fill. The thickness and expanse of this material will be <br /> dependent on the extent of fill required to grade land to the desired elevations. Density <br /> of the fill will depend on earthwork activities and compaction efforts made during the <br /> placement of the material. <br /> Recessional Outwash (Qvr) —These deposits were derived from the stagnating and <br /> receding Vashon glacier and consist mostly of stratified sand and gravel, but include <br /> unstratified ablation and melt-out deposits. Recessional deposits were not compacted <br /> by the glacier and are typically not as dense as those that were. <br /> Vashon Till (Qvt)—The till is a non-sorted mixture of clay, sand, pebbles, cobbles and <br /> boulders, all in variable amounts. The till was deposited directly by the ice as it advanced <br /> over and eroded irregular surfaces of previously deposited formations and sediments. <br /> The till was well compacted by the advancing glacier and exhibits high strength and <br /> stability. Drainage is considered very poor in the till. <br /> Advance Outwash (Qva)—The advance outwash typically is a thick section of mostly <br /> clean, pebbly sand with increasing amounts of gravel higher in the section. The <br /> advance outwash was placed by the advancing glaciers and was overridden and well <br /> compacted by the glacier. <br /> The geologic units for this area are mapped on the Geologic Map of the Everett 7.5-minute <br /> Quadrangle, Snohomish County. Washington, by James P. Minard (U.S. Geological Survey, <br /> 1985). The site is mapped as being underlain by a deposit of glacial till. Our site explorations <br /> encountered glacial till. <br /> Explorations <br /> We explored subsurface conditions at the site on March 11, 2016, by excavating five test pits <br /> with a backhoe. The test pits were excavated to depths of 5.0 to 6.5'feet below the ground <br /> surface. The explorations were located in the field by a representative from this firm who also <br /> examined the soils and geologic conditions encountered, and maintained logs of the test pits. <br /> The approximate locations of the test pits are shown on the Site Plan in Figure 2. The soils <br /> were visually classified in general accordance with the Unified Soil Classification System, a <br /> Robinson Noble, Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.