My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3003 COLBY AVE COURTYARD BY MARRIOTT 2021-03-09
>
Address Records
>
COLBY AVE
>
3003
>
COURTYARD BY MARRIOTT
>
3003 COLBY AVE COURTYARD BY MARRIOTT 2021-03-09
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/9/2021 12:10:29 PM
Creation date
3/9/2021 12:07:45 PM
Metadata
Fields
Template:
Address Document
Street Name
COLBY AVE
Street Number
3003
Tenant Name
COURTYARD BY MARRIOTT
Notes
Environmental Site Characterization and Remediation Recommendations
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.
/
99
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
IAssociated Earth Sciences,Inc. Exploration Log _ <br /> Project Number Exploration Number Sheet <br /> _ • r*-(1:4T.Aft4KE080697A EB-2 1 of 1 <br /> 1 Project Name Everett Hotel Ground Surface Elevation(ft) —130' <br /> Location Everett. WA Datum NAVDRR <br /> Driller/Equipment Environmental Drilling Date Start/Finish 1/104/0q1/1A/0q <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) 8"" <br /> ..i N U O - O > - U) <br /> n a-.0 E m rn Blows/Foot I— <br /> m E 3 <br /> m S m (D rn E ' <br /> T DESCRIPTION as m 10 20 30 40 0 <br /> -\Asphalt concrete pavement. <br /> _ Fill <br /> Very moist,brown,silty SAND,with gravel(SM). s <br /> S-1 PID: 1 6 •11 <br /> 5 <br /> • <br /> - 5 Moist,light brown,SILT(ML);non-plastic. 4 <br /> I S-2 PID: 1 3 A6 <br /> I Weathered Vashon Lodgement Till 3 . <br /> Very moist,brown,silty SAND,with gravel(SM). <br /> S-3 <br /> 1 PID: 1. 11 <br /> Vashon Lodgement Till 33 £73 <br /> Very moist,grayish tan,silty SAND,with gravel(SM). 40 <br /> — 10 S-4 Becomes moist. <br /> PID: 1 506" A66/11" <br /> I S 5 PID:2 20 <br /> 50 A73 <br /> - <br /> 15 <br /> ii <br /> 20 <br /> - I S-6 PID: 1 50/4" A70/'0" <br /> — 20 <br /> • <br /> i - I S-7 PID: 1 17 <br /> „ <br /> 50/5 67/ 1" <br /> i — 25 <br /> I - I S-g 1Contains lenses of fine sand. <br /> P1D:0r 1 <br /> 250/2" A71/E" <br /> Bottom of exploration boring at 28.25 feet <br /> — 30 No unusual odors or staining observed. Ground water not encountered. <br /> I <br /> — 35 <br /> 0 <br /> 0 <br /> 1 " <br /> 0 <br /> W <br /> J- <br /> 5 <br /> II 5. <br /> Sampler Type(ST): <br /> 0 [I] 2"OD Split Spoon Sampler(SPT) 0 No Recovery M-Moisture Logged by: TJP�,(� <br /> I '5 Iiii 3"OD Split Spoon Sampler(D&M) U Ring Sample Water Level() Approved by: sIi <br /> 5 Grab Sample Q Shelby Tube Sample Water Level at time of drilling(ATD) 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.