My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
729 100TH ST SE Geotech Report 2018-01-02 MF Import
>
Address Records
>
100TH ST SE
>
729
>
Geotech Report
>
729 100TH ST SE Geotech Report 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 11:36:45 AM
Creation date
8/15/2019 9:48:22 AM
Metadata
Fields
Template:
Address Document
Street Name
100TH ST SE
Street Number
729
Address Document Type
Geotech Report
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
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
� � , ' <br /> M.��t°~� � DAVID L. NELSON AND ASS(S�.iATES, INC. <br /> � ._ ,` C , Consulting Engineering Geology <br /> � � 206/788•5612 <br /> 13424 Chain Lake Road Monroe, Washington 98272 206I794433't <br /> � s��w���• <br /> ��� � � I �� <br /> � April 7, 1989 <br /> Pro,�ect No. 3989 ��r /���� i <br /> � Milistone Coffee, Inc. � `♦ � � <br /> C/o Kirtley-Cole Assoclat�s � <br /> � P.O. Box 605 <br /> Snohomish, Washington 98290 <br /> � Reference: Geotechnical Evaluation <br /> Millstone Coffee Office Building <br /> � Everett, Neshington I <br /> Gentlemen; <br /> � This is to serve as a report of geotechnlcal exploration and evaluation <br /> services performed within the above referenced prolect site, 'as requested <br /> � by you. <br /> � 1NTRODUCTION <br /> The purpose of this report is to present our findings, optnlons, conclusions <br /> � and recommendations for develoument within the site area as proposed. Me <br /> understand that constructlon is to consist of an office building withTn the <br /> � erea approximately show� on the enclosed location map. <br /> � The scope of services included pertorvnance of s1x (6) eaploratory borings, <br /> located approximately es shavn on the enclosed location map. The borings were <br /> � performed using a Mob11e rotary drill , edvancing 3 3/8" hollow stem auger. <br /> Standard penetration sampling was performed beginning at the ground surface, <br /> � and contlnually sampling until native soils were reached. Sampling at five <br /> , foot intervals was then performed. Visual oDservation and review of available <br /> soils and geologic maps of the erea was also performed. <br />� <br /> Al1 elevations mentloned in thts report refer to existing grade, and to site <br />� topogrephic information shrn+n on a site plan prepared by The Dykeman <br /> Arthitects, dated April 3, 1989. <br />� <br />
The URL can be used to link to this page
Your browser does not support the video tag.