My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1977-12-09 Septic System Design Report
Orono
>
Property Files
>
Street Address
>
E
>
Eileen Street
>
3630 Eileen Street - 05-117-23-21-0013
>
Septic
>
1977-12-09 Septic System Design Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/23/2025 2:20:10 PM
Creation date
10/23/2025 2:16:18 PM
Metadata
Fields
Template:
x Address Old
House Number
3630
Street Name
Eileen
Street Type
Street
Address
3630 Eileen Street
PIN
0511723210013
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
21
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
An Expansion of Soil Engineering Services, Inc. Rmun- <br />TESIING <br />O MINNEAPOLISrST. PAUL 6880 S. County Rd. 18, P.O. Box 35108, Mpls., Mn. W35 / 612-941.5600 J. S. ERAUNP E. Prnrdeir <br />O NORTHERN MINNESOTA 3219 E. 19th Avenue, Hibbing, MN. 55746 / 218.263-8869 P.H. ANDERSON. Vim Pin. Oprariont <br />❑ CENTRAL MINNESOTA 200 Omo Avenue No., St. Cloud, Mn. 56301 ! 612.253.9940 C G. KRUSE P. E.. V—P— Enprn ,,;g <br />February 6, 1978 <br />Robert F1. Mason, Inc. <br />14201 Excelsior Boulevard <br />Minnetonka, Minnesota 55343 <br />Re: 77-626 PERCOLATION TESTING <br />Burnhart's Single Family <br />Dwelling <br />Lot 3, Block 1 of Lot 49 <br />Auditor's Subdivision #203 <br />(Riedel Co. Stubb's Bay Add'n.) <br />Orono, Minnesota <br />Mr. Mason: <br />In accordance with your request, we have conducted a total <br />of 30 percolation tests and one power auger boring. The <br />borings and tests were conducted to assist in determining <br />soil absorptivity rates for an individual sanitary system <br />proposed for the above referenced lot. After the initial <br />six tests were taken, the additional tests were taken to <br />find an area on the lot where a drainfield could be placed. <br />It was our opinion that many, if not all, of the locations <br />tested would be suitable if tested during warm weather. <br />The depth of frost this winter is exceptional and appeared <br />to be influencing test results. However, your scheduling <br />did not permit a delay until that time. <br />The boring and percolation tests were conducted at the <br />locations shown on the attached sketch. Pertinent locations <br />and elevations were determined by our field crew, and are <br />based upon the dimensions and elevations of your January 19, <br />1978 Boundary Survey prepared by Schoell & Madson, Inc. <br />Surface elevations were referenced to top of asphalt on cul- <br />de-sac of Eileen Street at the point where it is indicated <br />on the Boundry Survey to be at elevation 106.5. <br />The percolation tests and borings were drilled with a truck - <br />mounted power auger unit. All operations were conducted in <br />conformance with the City of Orono specifications. <br />CONSULTING ENGINEERS/SOILS AND MATERIALS <br />Test Borings a foundation Engineering and Recommendations* Inspection of Cj�suurpon a Material Testing of Sods. Concrete and Budding Components <br />
The URL can be used to link to this page
Your browser does not support the video tag.