My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1992 - Septic System Info
Orono
>
Property Files
>
Street Address
>
W
>
Webber Hills Road
>
2040 Webber Hills Road - 03-117-23-34-0016
>
Septic
>
1992 - Septic System Info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:37:37 PM
Creation date
1/22/2020 10:18:54 AM
Metadata
Fields
Template:
x Address Old
House Number
2040
Street Name
Webber Hills
Street Type
Road
Address
2040 Webber Hills Rd
Document Type
Septic
PIN
0311723340016
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.
/
16
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-I' TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 <br /> 951 kgad LaJ E • St. Michael, MN 55376 • (612) 497-3566 <br /> August 31, 1992 <br /> Eileen Riley ,SEP 2 1992- <br /> 2040 Weber Hills Rd. <br /> Orono, Henn. Co. , MN <br /> This On-Site Sewage Treatment System is Designed for a Type 1, five <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 - HbB - Hayden loam. <br /> A seasonally high water table was located at 22" to 34" , (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 <br /> water table. <br /> The soils at a depth of 12" have a percolation rate averaging <br /> 3 . 1 min/inch. <br /> This site has an existing failing system due to fill soils & a <br /> high water table. The existing tanks consist of 2-1000 gallon <br /> capacity. The tanks may be used upon approval by the local <br /> Inspector if they are solid. <br /> A pumping chamber will need to be installed to lift the effluent to the <br /> 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 /> All neighboring wells are located greater than 75 ' away from the <br /> proposed treatment area . <br /> CONT'D <br />
The URL can be used to link to this page
Your browser does not support the video tag.