My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3005 PANAVIEW BLVD 2016-01-01 MF Import
>
Address Records
>
PANAVIEW BLVD
>
3005
>
3005 PANAVIEW BLVD 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/24/2017 10:54:32 AM
Creation date
2/24/2017 10:54:23 AM
Metadata
Fields
Template:
Address Document
Street Name
PANAVIEW BLVD
Street Number
3005
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.
/
54
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
• . _ � g 3 - 3�23 <br /> � �Earth <br /> � � - � <br /> Cons�ltants Inc. . . '�,� % � �- �' <br /> Geotechnical Engfneering and Geology <br /> October 26, 1983 E-2133 <br /> G� � � � ° �'� � � <br /> David G. Hanson ; �l �'-;� , <br /> Custom Builder � "' <br /> 1054 North Park Drive CITY QF EVERyTT <br /> Everett, Washington 98zoa Inspecii;;n ��pt. <br /> Subject: Site Observations and Foundation Recommendations <br /> Single-Fa:nily Residence <br /> 3U05 panaview Drive <br /> Everett, t4ashir.gton <br /> Dear Hr. Hanson, <br /> On October 24, 1983 , I made two trips to the above referenced <br /> site to observe soil conditions in the excavation. I had <br /> requested that a backhoe be present during my site visit. The <br /> backhoe had equipment failure, thus necessitating my second trip. <br /> The house site sits at the edge of a ravine that has been <br /> filled creating a relatively level bench. The fill slopes down at <br /> an estimated 1 .5 :1 (Horizontal:Vertical) slope to the 'bottom of <br /> the ravine. The house site was excavated and a oortion of the <br /> fill dumped over the slope. Two test pits wer= excavated by your <br /> contractor in the house excavation site. The south pit indicated <br /> five to seven feet of miscellaneous earth fill in that area. The <br /> r.a::ve scil was a gray dense aravelly sand. There were only minor <br /> amounts of seepaqe into the pit. The other pit on the north side <br /> of the excavation was about ten feet deep and partially filled <br /> with water at the time of our site visit. You reported that the <br /> ; same gray soil was encountered in the south pit at the bettom. <br /> Because the test pit did not penetrate below a ten foot depth, we <br /> cannot be assured that the fill i� not deeper in this area. <br /> Pier Design <br /> It is our opinion that the house should be supported on <br /> drilled pier foundations. Typically your contractor, Bowen Auger <br /> Service, uses a si:cteen (1G) inch diameter drill. Assuming the <br /> RECEIV'E� <br /> OCT E'� :1�� <br /> A IN� <br /> 1805- 736ih Ploce N.E., Suite 701, Bellewe. Washington 98005 Ol/Jces tn Washinglon 8 Oregon <br /> Phone: (206) 643-3780/Seottle (206)464-1584 <br />
The URL can be used to link to this page
Your browser does not support the video tag.