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 /> :r. . 1I P Project Number Exploration Number Sheet <br /> " ' k '` hn TAM KE100255A EB-7 1 of 1 <br /> Project Name View Ridge Elementary School Ground Surface Elevation(ft) 381 feet <br /> Location Everett, WA Datum N/A <br /> Driller/Equipment Boretec/Track - Date Start/Finish 8/04/1 f1 8/04/1 n <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) R inches <br /> o 2— o > - CO <br /> o fi A N Blows/Foot H <br /> 8 T cn 0cf o ' m <br /> DESCRIPTION " 10 20 30 40 <br /> 3 inches a phalt. —_________.,_ __ <br /> / <br /> Possible Fili <br /> 18 inches recovery. Medium dense,moist,light brown,fine SAND,few silt 8 <br /> 1_ <br /> I S-1 (SP). 12 A29 <br /> -\Medium dense,moist,brown,fine to medium SAND,few silt(SP). _ _ 17 <br /> — 5- Advance Outwash <br /> I s 2 18 inches recovery. Dense,moist,brown,medium SAND,few silt(SP). 11 <br /> 16 33 <br /> 20 <br /> — 10 I <br /> 18 inches recovery. Dense,moist,brown,medium SAND,few silt,no g <br /> S-3 gravel(SP). 16 A33 <br /> 20 <br /> — 15 I <br /> 18 inches recovery. Medium dense,moist,brown,medium to fine SAND, 11 <br /> S-4 few silt. 14 A2E <br /> 11 <br /> — 20 12 inches recovery. Very dense,moist,brown,medium SAND,few silt 16 <br /> S-5 (SP). 25 A52 <br /> — -- — ----- 27 <br /> Bottom of exploration boring at 21 5 feet <br /> — 25 <br /> — 30 <br /> o— 35 <br /> N_ <br /> r- <br /> `a_ <br /> n <br /> a <br /> 1- <br /> 8 <br /> ,- <br /> a. <br /> 0 <br /> Sampler Type(ST): <br /> o 11 2"OD Split Spoon Sampler(SPT) 0 No Recovery M-Moisture Logged by: BWG <br /> o a] 3"OD Split Spoon Sampler(D&M) [ Ring Sample SZ Water Level() Approved by: <br /> co <br /> w ® Grab Sample 0 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.