My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1986-10-26 Septic System Design and Soil Testing Report
Orono
>
Property Files
>
Street Address
>
B
>
Brown Road North
>
780 Brown Road North - 34-118-23-11-0002
>
Septic
>
1986-10-26 Septic System Design and Soil Testing Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:53:26 PM
Creation date
3/8/2023 4:17:38 PM
Metadata
Fields
Template:
x Address Old
House Number
780
Street Name
Brown
Street Type
Road
Street Direction
North
Address
780 Brown Road North
Document Type
Septic
PIN
3411823110002
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.
/
13
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
S -P TESTING, INC. <br />951 KATYDID LANE <br />ST. MICHAEL, MN 55376 <br />497.3566 <br />STEVE SHIRMERS <br />October 26, 1986 <br />Dale Lindquist <br />780 No. Brown Rd. <br />Orono, Henn. Co., M,;. <br />This system is designed for a Type 1, five bedroom home and in accordance <br />with the Minnesota Pollution Control Agency standards xPC 40 and local <br />ordinances. <br />The soils on this site are typical of SCS soils napped - FtcC2 - Hayden clay <br />loam. A seasonally high water table was located at 16", 20", & 24", <br />(mottling). <br />This site has an existing failing system due to a strcnj clay soil with a <br />seasonally high water table within 2.5' of the surface. A pressurized <br />mound system would need to be installed but the slope of the land is great- <br />er than 164, which is too steep for a mound system. There is no system that <br />can be installed that will meet state and local codes. In a meeting with <br />the city inspector, the owner and myself, the conclusion was to design a <br />shallow trench system 18" deep with a holding tan< after the last trench <br />with an alarm system. This will be used as an overflow tank if the system <br />cannot ab.orb all the effluent during %he wet seasons. Also recommend to <br />oversize the system as much as possible. The L isting tanks I.:ust be pumped <br />and abandoned (collapse and fill with soil). <br />The soils at a depth of 18" & 24" have a percolation rate averaging 17.6 <br />min/inch and are adequate for treating septic effluent. <br />All neighboring wells are located mora than 100' away from the proposed <br />treatment area. <br />Keep all heavy equipment off of the proposed treatment area before and <br />after construction as much as possible. The treatment area should be mark- <br />ed off before construction. <br />With proper installation and maintenance, this system should have no prob- <br />lem in treating septic effluent effectivel}'- <br />It is recommended that the septic tanks be pumped every 2 years. <br />stc�� II. Schirmers <br />Soil anti percolation Tette <br />Septic System Design <br />SBS/cis <br />
The URL can be used to link to this page
Your browser does not support the video tag.