My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1993-06-10 Septic System Design Report
Orono
>
Property Files
>
Street Address
>
F
>
Ferndale Road North
>
715 Ferndale Road North - 36-118-23-11-0017
>
Septic
>
1993-06-10 Septic System Design Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2026 9:29:18 AM
Creation date
2/5/2026 9:24:38 AM
Metadata
Fields
Template:
x Address Old
House Number
715
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
715 Ferndale Road North
PIN
3611823110017
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
L TESTZNGP ZNC. Steven S. Schirmers — MPCA Cert. No. 627 <br />951 Katydid Lane NE * St. Michael, MN 55376 • (612) 497.3566 <br />December 21, 1992 <br />Dick Lyman <br />715 North Ferndale Rd. <br />Orono, Henn. Co., MN <br />This On -Site Sewage Treatment System is Designed for a Type 1, four <br />bedroom home in accordance with the Minnesota Pollution Control <br />Agency Chapter 7080 and local ordinances. <br />The soils on this site are SCS soils mapped - NeB - Nessel loam. <br />A seasonally high water table was located at 22" & 280, (mottled <br />soil). Due to the seasonally high water table, a Pressurized <br />Mound System will need to be installed. The bottom of the rock <br />bed must be located at least 3' above the seasonally high water <br />table. <br />This site has an existin- failing system due to the high water <br />table on this site. The existing system was not found. The <br />existing tanks may be used upon approval by the local Inspector. <br />The tanks must be solid. <br />The soils at a depth of 12" in TH's#1 & 2 have a percolation rate <br />averaging13.9 min/inch. Th#3 has a percolation rate of 120.0 min/inch. <br />The absorption area will need to be 50' in this area. <br />A pumping chamber will need to be installed to lift the effluent <br />to the treatment area. <br />The manifold and supply line pipe must have back drainage to the pumping <br />chamber. The distribution pipes shall have their ends capped. Be sure <br />the rock and sand fill material are clean. The sod layer below the <br />entire mounded area must be turned over, just break up the sod, be sure <br />not to over work. <br />The power supply and switches must be located outside the manhole and <br />pumping chamber in a weather proof enclosure. A warning device must <br />be installed with a light and sound device, this is in case of a pump <br />failure. Mercury floats are a good method. <br />CONT'D <br />
The URL can be used to link to this page
Your browser does not support the video tag.