My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3400 RIVERFRONT BLVD Geotech Report 2022-10-25 (2)
>
Address Records
>
RIVERFRONT BLVD
>
3400
>
Geotech Report
>
3400 RIVERFRONT BLVD Geotech Report 2022-10-25 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 1:45:24 PM
Creation date
5/18/2021 2:08:17 PM
Metadata
Fields
Template:
Address Document
Street Name
RIVERFRONT BLVD
Street Number
3400
Notes
Memorandum and Response to City Comments
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.
/
108
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
Earth Solutions NW BORING NUMBER B-102 <br /> Earth 1805-136th Place N.E.,Suite 201 PAGE 1 OF 3 <br /> 'SO Ittt1On. Bellevue,Washington 98005 <br /> NirV I l c Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> CLIENT Polygon NW PROJECT NAME Eclipse Neiahborhood <br /> PROJECT NUMBER 2598.15 PROJECT LOCATION Everett,Washington <br /> DATE STARTED 1/22/15 COMPLETED 1/22/15 GROUND ELEVATION HOLE SIZE <br /> DRILLING CONTRACTOR Holocene Drilling GROUND WATER LEVELS: <br /> DRILLING METHOD HSA VAT TIME OF DRILLING 15.0 ft <br /> LOGGED BY DAM CHECKED BY SSR AT END OF DRILLING <br /> NOTES AFTER DRILLING -- <br /> w . <br /> _ i-w �� Cl o <br /> a— L g j 2 ¢ TESTS U °-O MATERIAL DESCRIPTION <br /> ❑ LLD 0 mom u J <br /> ) *4 <br /> Q Z W 0 j () <br /> co I <br /> Q <br /> �a,,:* Brown and gray silty SAND with gravel,medium dense, moist(Fill) <br /> a + <br /> ♦it, <br /> _ - A <br /> isi0a <br /> ♦ilia <br /> aa+a a <br /> a <br /> • <br /> aia <br /> aa♦ <br /> A.+ <br /> aaaaa <br /> .aaa <br /> - - SM *i+aa <br /> aaa <br /> aa/i+ <br /> 5 ia0i <br /> aasia <br /> *ea <br /> XSS 100 7(19)7 MC=11.60% •°i <br /> _ _ a+a+a <br /> 4. <br /> as 8.0 <br /> Brown poorly graded GRAVEL with silt and sand,dense,moist <br /> _ _ )0 l9K <br /> 1 C, <br /> 10 ) G <br /> 41 <br /> SS 100 14(49,22 MC=4.90% )I '4 <br /> o £ -oxidation staining <br /> - - <br /> 0- - 0 ,S <br /> a <br /> N }o 4 <br /> m C <br /> - _ GP- <br /> 8 GM1a4 <br /> co a r� <br /> z . 15 c,� t,. Sl. <br /> -becomes medium dense <br /> V SS 100-X 6(19�9 MC=9.30% a C -becomes wet to saturated <br /> —. °II <br /> N b <br /> W a ill C <br /> a. a <br /> Ea ail <br /> W <br /> cp 20 a c <br /> (Continued Next Page) <br />
The URL can be used to link to this page
Your browser does not support the video tag.