My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
6202 ASSOCIATED BLVD Geotech Report 2022-10-25
>
Address Records
>
ASSOCIATED BLVD
>
6202
>
Geotech Report
>
6202 ASSOCIATED BLVD Geotech Report 2022-10-25
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 1:54:57 PM
Creation date
10/13/2021 3:26:27 PM
Metadata
Fields
Template:
Address Document
Street Name
ASSOCIATED BLVD
Street Number
6202
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.
/
49
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
Boring Location: Proposed Everett Warehouse Drilling Company: Holocene Bore Hole Dia.: 8 in. <br />Top Elevation: 427 ft. Drilling Method: HSA Hammer Type: Auto <br />B-3 <br />Date Drilled: February 07, 2019 Drill Rig: D-50 Logged by: TLW <br />SOIL DESCRIPTION <br />PENETRATION RESISTANCE (blows/foot) <br />a <br />E LLI ` <br />� <br />o <br />E <br />The stratification lines represent the approximate <br />Standard Penetration Test <br />p <br />boundaries between soil types. The transition may be <br />z' <br />Si <br />� <br />Hammer Weight and Drop: <br />U <br />3 <br />F� <br />gradual. Refer to report text and appendices for additional <br />o <br />0 <br />0 <br />0 <br />information. <br />(D 0 <br />20 40 60 <br />°c <br />ce and snow over 8 inches of medium dense, wet, <br />ray/brown, SAND with silt, some gravel, trace roots and <br />rganics (TOPSOIL). <br />_Dense, <br />moist to wet, brown/gray, silty SAND with some <br />TT <br />ravel (fill) <br />S-11 12 <br />41 <br />5 <br />TT <br />S-21 18 <br />38 <br />S-31 18 <br />49 <br />10 <br />TT <br />S-41 18 <br />43 <br />15 <br />grades to medium dense and wet with trace to some <br />TT <br />organics (fill) <br />S-51 18 <br />L. <br />24 <br />20 <br />TT <br />S-61 18 <br />21 <br />25 <br />SAMPLE LEGEND GROUNDWATERAND WELL LEGEND O % Fines (<0.075 mm) <br />= 2-inch O.D. Split Spoon 0 Clean Sand O % Water (Moisture) Content <br />3-inch I.D. Shelby tube Benonite Plastic Limit ll e Liquid Limit <br />Grout/Concrete Natural Water Content <br />® Screened Casing Proposed Everett Warehouse <br />0 Blank Casing Associated Blvd./Industry St. <br />TESTING KEY Z Groundwater level at Everett, Washington <br />GSA = Grain Size Analysis time of drilling (ATD) Date: Febuuary 2019 Project No.: 2152.01 <br />20OW = 200 Wash Analysis N or on date of o ('� <br />measurement. <br />BORING <br />Cons. = Consolidation Test I e Ir V eO <br />B-3 <br />Att. = Atterberg Limits Geoprofessional Consultants LOG: <br />19019 36th Ave. W, Suite E <br />L nnwood, WA Page 1 of 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.