My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
202 ALDER ST 2025-08-25
>
Address Records
>
ALDER ST
>
202
>
202 ALDER ST 2025-08-25
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2025 7:58:10 AM
Creation date
6/18/2025 10:59:23 AM
Metadata
Fields
Template:
Address Document
Street Name
ALDER ST
Street Number
202
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.
/
438
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 /> Project Number Exploration Number Sheet <br /> <43 ` KE100255A EB-6 1 of 1 <br /> Project Name View Ridge Elementary School Ground Surface Elevation(ft) 382 feet <br /> Location Everett, WA Datum N/A <br /> Driller/Equipment Boretec/Track Date Start/Finish R/24/10,$/24/1f) <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) R inches <br /> _ c a> co <br /> co <br /> C N Blows/Foot <br /> S E m� ' •' a) <br /> o <br /> T DESCRIPTION <br /> v g 10 20 30 40 O <br /> _,Bark and rock landscape fill. <br /> Possible Fill <br /> 18 inches recovery. Medium dense,very moist,brownish gray,fine SAND, 8 <br /> Si- little silt to few silt(varies)(SM-SP);significant gradational stratification. 12 A:7 <br /> 15 <br /> 5 — Advance Outwash <br /> -,Dense,very moist,mottled brown,fine SAND,with silt(SM). _ _ - 15 <br /> S-2 Dense,moist,gray,fine to medium SAND,few silt(SP). <br /> - 30 A58 <br /> 28 <br /> - 10 T' 18 inches recovery. Very dense,moist,gray,fine SAND,trace medium 12 <br /> I S-3 sand,trace silt(SP);uniform gradation. 24 A58 <br /> 34 <br /> - 15 18 inches recovery. Grades with trace fine gravel. 19 <br /> S-4 39 -72 <br /> 39 <br /> Bottom of exploration boring at 16 5 feet <br /> - 20 <br /> - 25 <br /> - 30 <br /> 0- 35 <br /> N. <br /> a' <br /> a_ <br /> C7 <br /> Sampler Type(ST): <br /> m 2"OD Split Spoon Sampler(SPT) Q No Recovery M-Moisture Logged by: BWG <br /> m 3"OD Split Spoon Sampler(D&M) 11 Ring Sample - Water Level() Approved by: <br /> t Water Level at time of drilling(ATD} <br /> E Grab Sample Q Shelby Tube Sample <br />
The URL can be used to link to this page
Your browser does not support the video tag.