My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7010 COLBY AVE 2023-06-01
>
Address Records
>
COLBY AVE
>
7010
>
7010 COLBY AVE 2023-06-01
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2023 8:02:25 AM
Creation date
5/30/2023 11:57:41 AM
Metadata
Fields
Template:
Address Document
Street Name
COLBY AVE
Street Number
7010
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.
/
40
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 TEST PIT NUMBER TP-4 <br /> Earth 1805-136th Place N.E.,Suite 201 <br /> ,I I l U 1l4)II Bellevue,Washington 98005 PAGE 1 OF 1 <br /> titii', Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> PROJECT NUMBER ES-6067 PROJECT NAME Colby Short Plat <br /> DATE STARTED 5/15/18 COMPLETED 5/15/18 GROUND ELEVATION TEST PIT SIZE <br /> EXCAVATION CONTRACTOR Client Provided GROUND WATER LEVELS: <br /> EXCAVATION METHOD AT TIME OF EXCAVATION — <br /> LOGGED BY TJD CHECKED BY RAC AT END OF EXCAVATION — <br /> NOTES. Depth of Topsoil&Sod 8"-12":grass AFTER EXCAVATION -- <br /> w <br /> • w <br /> g <br /> ^ TESTS N EL 8 MATERIAL DESCRIPTION <br /> • � <br /> j T' Dark brown TOPSOIL,scattered roots to 5' <br /> TPSL,, ,, <br /> _ _ _ to <br /> Brown silty SAND with gravel,loose to medium dense,damp to moist <br /> MC=10.50% <br /> MC=11.00% <br /> Fines=30.40% [USDA Classification:gravelly sandy LOAM] <br /> SM -becomes gray,medium dense to dense <br /> MC=11.80% <br /> 5 <br /> MC=7.60% L?.� _ <br /> Test pit terminated at 7.0 feet below existing grade.No groundwater encountered during <br /> excavation. No caving observed. <br /> Bottom of test pit at 7.0 feet. <br /> 0 <br /> a <br /> N <br />
The URL can be used to link to this page
Your browser does not support the video tag.