My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1502 WALL ST IMAGINE CHILDRENS MUSEUM Geotech Report 2022-10-25
>
Address Records
>
WALL ST
>
1502
>
IMAGINE CHILDRENS MUSEUM
>
Geotech Report
>
1502 WALL ST IMAGINE CHILDRENS MUSEUM Geotech Report 2022-10-25
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 2:11:55 PM
Creation date
8/25/2022 4:22:03 PM
Metadata
Fields
Template:
Address Document
Street Name
WALL ST
Street Number
1502
Tenant Name
IMAGINE CHILDRENS MUSEUM
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.
/
27
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
Associated Earth Sciences,Inc. Exploration Log <br /> Ysk. Project Number Exploration Number Sheet <br /> • -ice ( Ik`. KE070042A EB-2 1 of 1 <br /> Project Name Trinity Lutheran College- Ground Surface Elevation(ft) 141 feet <br /> Location Everett, WA ® Datum N/A <br /> Driller/Equipment Gregory Drilling/CME 8 Date Start/Finish _2/211117 7/71/07 <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) <br /> (I) U O O N (o N <br /> s_D L.fl —U J to <br /> Blows/Foot <br /> 0- a mQ 3 <br /> fj T e 00 � `gym <br /> DESCRIPTION 10 20 30 40 ° <br /> -\1.5 inches asphalt paving r <br /> Lodgement Till <br /> 50/6' <br /> I S-1 Very dense(blow count overstated),moist,brownish gray,fine to coarse A50re" <br /> SAND,with silt,little fine to coarse gravel(SM). <br /> - 5 I S-2 Very dense(blow count overstated),very moist,mottled gray,fine to 19 <br /> 50/3' A50/2" <br /> coarse SAND,with silt and fine to coarse gravel(SM)_ <br /> - 10 Very dense,very moist,gray,fine to coarse SAND,with silt and fir ;. 28 <br /> S-3 coarse gravel(SM). 40 Aso/2" <br /> }} 50/3" <br /> 15 Hard,moist,mottled gray,SILT,little fine sand(ML). 9 <br /> S-4 12 A40 <br /> — 28 <br /> - 20 I S-5 Very dense,moist,gray,fine to coarse SAND,with silt,little fine to coarse 34 <br /> 50/4'' A50/4" <br /> gravel(SM). <br /> II <br /> - 25 As above. 25 <br /> S <br /> I 50/4" <br /> Bottom of exploration boring at 26.5 feet <br /> 30 <br /> - 35u <br /> r-- <br /> 0 <br /> 0 <br /> N_ <br /> I\ <br /> f- <br /> . <br /> o_ <br /> (0 <br /> Sampler Type(ST). <br /> ci <br /> II 2"OD Split Spoon Sampler(SPT) _ No Recovery M-Moisture Logged by: BWG ' <br /> cc Approved by: <br /> /J"i <br /> o I 3"OD Split Spoon Sampler(D&M) ❑ Ring Sample V Water Level() pp .-•_ C' <br /> co <br /> w -6 Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br /> a <br />
The URL can be used to link to this page
Your browser does not support the video tag.