My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Re: site visit
Orono
>
Property Files
>
Street Address
>
N
>
North Shore Drive
>
3498 North Shore Drive - 08-117-23-43-0015
>
Correspondence
>
Re: site visit
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:47:58 PM
Creation date
11/27/2017 1:05:35 PM
Metadata
Fields
Template:
x Address Old
House Number
3498
Street Name
North Shore
Street Type
Drive
Address
3498 North Shore Dr
Document Type
Correspondence
PIN
0811723430015
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
2
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
J.H. Dahlmeier Engineering Inc. <br /> August 12, 1998 <br /> Kenton and Diane Carlson <br /> 3498 North Shore Drive <br /> Orono, NIN 55391 <br /> R�: Storm Damage <br /> Residence <br /> 3498 North Shore Drive <br /> Orono, MN <br /> Commission No. 98095 <br /> Dear Mr. & Mrs. Carlson: <br /> The purpose of this letter is to report the findings of a site visit and construction review of your <br /> residence. <br /> OBSERVATIONS AND COMMENTS <br /> l. At the request of your contractor, Tom Betz, and the City of Orono Building Inspections <br /> Department, a site visit was conducted to review foundation conditions on July 30, 1998. <br /> 2. At the time of the site visit, the south wing of the home (two-story portion) was <br /> completely demolished with the first-floor framing cap removed. The foundation walls <br /> were exposed and several test pits dug to footing depth. <br /> 3. The following observations were macie with respect to the foundation: <br /> ' a. The foundation is concrete masonry. The top block is filled with concrete. The top <br /> two courses are misaligned, chipped and broken. <br /> b. At the test pits, the bottom of the footing is at least 42" below grade. The footing was <br /> poured without the benefit of forms and about 14" wide at bearing. Soil for footing <br /> bearing is sand. <br /> 4. A load tabulation indicates that the soil pressure at the footing level would be <br /> approximately 2,000 psf. <br /> 2434 Commerce Boulevard • Mound, MN 55364 • (612) 472-4746 • FAx (612) 472-4761 <br />
The URL can be used to link to this page
Your browser does not support the video tag.