My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Re: soil inspections/evaluation
Orono
>
Property Files
>
Street Address
>
N
>
North Shore Drive
>
3490 North Shore Drive - 08-117-23-43-0014
>
Correspondence
>
Re: soil inspections/evaluation
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:47:56 PM
Creation date
11/27/2017 8:42:31 AM
Metadata
Fields
Template:
x Address Old
House Number
3490
Street Name
North Shore
Street Type
Drive
Address
3490 North Shore Dr
Document Type
Correspondence
PIN
0811723430014
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.
/
6
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 '� = INSTANT TESTING C�MPANY <br /> � C07125 126`h Avenue • Savage, Minnesota 55378 <br /> Telephone: 952-890-7366 Fax;952 890-5883 <br /> Field Inspection Report <br /> Cfient Name: John Jones 8� Charlotte <br /> Family Residence @ Date of Inspections: October 1, 2003 <br /> Site Location: 3480 North Shore Drive Time: 9:0o AM 8�3:00 PM <br /> Orono, Minnesota <br /> Field Observations : <br /> (1) At the above address in Orono our site soil inspections and evaluations of the foundation soils <br /> began in August developing a design that would be acceptable considering th� high water table, <br /> the sand mixed with some silty soils and the need for stabilizing rock near the water surFace. It so <br /> happened that one of the first test pits (excavations) was in one of the weakest soil areas on site. <br /> �ased on this wet silty material an elaborate system of rock, fabric and compacted sand as <br /> proposed for the footing system. This concept was set aside when more extensive excavating and <br /> surveying revealed sounder soil at the actual foofing depths and a water table that would be <br /> 3' to 4' below the footing. <br /> (2) The key elements of the foundation system selected and installed were: <br /> 1. Stabilizing the base with 1 1/2" rock {12"to 24" deep). <br /> 2. Covering rock with sand compacted to grade. <br /> 3. Three#4 rebar in bottom 3" of concrete footing. <br /> (3) Two final inspections were conducted on October 1, 2003. In the aftemoon we were joined by <br /> Bruce from the Inspections Office in Orono_ On a joint trip around the site, one area about 4' in <br /> footing length and one foot wide was discovered to have no rock on the inside half of the footing <br /> forms. On the inside some organic clays and silty soils were uncovered by stabilizing rock_ These <br /> areas wili be conditioned to the status of the other 98% of the project before proceeding. <br /> (3) This excavation and foundafion soils system is quite suitable for construction of the <br /> proposed structure. If further information is requested or if you have any questions, <br /> please call at your convenience. <br /> R orted By: <br /> � �� /� az�3 <br /> Dani I J. aughton, P . <br /> Minnes a Registration o. 20191 <br /> Chafge codes: #701 Mobi!'¢ation:0 #612 Mileage:14S mi.(3 trips) �609 Engiheer. 4.5 hours <br /> Z00� Q3I'I'It�/9uIZS3.L �I�'ZSKI C889068 �3 8��i�T COOZ/ZO/OT <br />
The URL can be used to link to this page
Your browser does not support the video tag.