My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1998-010215 - new septic
Orono
>
Property Files
>
Street Address
>
W
>
Watertown Road
>
3280 Watertown Road - 32-118-23-44-0002/3
>
Septic
>
1998-010215 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:42:10 PM
Creation date
8/21/2019 12:55:50 PM
Metadata
Fields
Template:
x Address Old
House Number
3280
Street Name
Watertown
Street Type
Road
Address
3280 Watertown Road
Document Type
Septic
PIN
3211823440002
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.
/
23
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-P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627 <br /> 951 Katydid Lane NE - St. Michael, MN 55376 - (612) 497-3566 <br /> FAX (612)-497-5011 <br /> State License#394 <br /> December 22, 1997 <br /> Doug Hart <br /> 3280 Watertown Rd. <br /> Orono, Henn. Co., MN <br /> This site has an existing on-site sewage treatment system classified as failed due to not <br /> meeting a 3' separation from the bottom of the system and the saturated soil. The <br /> existing system is 2-1/2' deep with mottled soil found at 24" to 30" deep. To adequately <br /> treat septic effluent, a new system will need to be installed. <br /> This on-site sewage treatment system is designed for a Type 1, four bedroom home, in <br /> accordance with the Minnesota Pollution Control Agency Chapter 7080 and local <br /> ordinances. <br /> The soils on this site are SCS soils mapped - LrB - Lester loam. The seasonally <br /> saturated soils were located at 34" & 36" (mottled soil). Due to the seasonally saturated <br /> soils, a Pressurized Mound System will need to be installed to treat septic effluent. The <br /> bottom of the treatment area must be located at least 3' above the saturated soils. <br /> The soils at a depth of 12" have a percolation rate averaging 4.1 mpi. <br /> The existing 1 st tank is a block type and less than 50' from the existing well and will <br /> need to be abandoned, pumped and filled with soil. The 2nd tank is a newer tank and <br /> may be used if water tight. <br /> A pumping chamber will need to be installed to lift the effluent to the treatment area. <br /> The power supply and switches must be located outside the manhole and pumping <br /> chamber in a weather proof enclosure. A warning device must be installed with a light <br /> and sound device, this is in case of a pump failure. <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.