My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2005-P09364 - new septic
Orono
>
Property Files
>
Street Address
>
F
>
Fox Street
>
2940 Fox Street - 04-117-23-31-0017
>
Septic
>
2005-P09364 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:11:15 PM
Creation date
7/30/2018 1:01:31 PM
Metadata
Fields
Template:
x Address Old
House Number
2940
Street Name
Fox
Street Type
Street
Address
2940 Fox St
Document Type
Septic
PIN
0411723310017
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.
/
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
_ � �7-P TESTINGi �NC. Steven B. Schirmers • MPCA Gert.No. 627 <br /> 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 <br /> FAX (763)-497-5011 <br /> State License #394 <br /> CiTY�F flRflNO <br /> 1�PTiC P R �LAN�E��W <br /> May 11, 2005 tNSPECTt3R .,..`,�:-.:�"."..�"•.•""" <br /> - ;:f , AATE � -� PERMIT N0.„�,,,.,,,�,,..,.w.... <br /> ��>1�,��:..� /� -- r:��..- - f�;� �;�.�'-''�'�".,-�' <br /> � �rtecnreo�s sasa�rrr�n <br /> , APPROVBD NRN CORUECTiO�Af N�9'BO <br /> Dennis Backes 1t�T AP�'ROYBdCONRRCT�RESUBMI'1' <br /> 2920 Fox St. ���.�i��+�������l�� <br /> ��0110, Henn. Co., MN Requltemm+tt iaoludia`itoms not apecificxily notad ia thu+eviaw. <br /> 1(Egt'CH(8 PLAN�BT ON SITS AT AG4 TIMG$ <br /> This on-site sewage treatment system is designed for a Type 1, five bedroom home, in <br /> accordance with the Minnesota Pollution Control Agency Chapter 7080 and local <br /> ordinances. <br /> The soils on this site are loam to clay loam. The seasonally saturated soils were <br /> located at 12" to 26" (mottled soil). Due to the seasonally saturated soils, a <br /> Pressurized Mound System will need to be instalfed to treat septic effluent. The bottom <br /> of the rock must be located at least 3' above the saturated soils. <br /> A bathroom will be located in the garage which will flow the 1 st tank. <br /> The soils at a depth of 12" have a percolation rate ofT.5 mpi in the primary site. <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 insta{led with a light <br /> and sound device, this is in case of a pump failure. <br /> The manifold and supply line pipe must have back drainage to the pumping chamber. <br /> The distribution pipes shalt have their ends capped. Be sure the rock and sand fill <br /> material are clean. The sod layer below the entire mounded area must be turned over, <br /> just break up the sod, be sure nofi to over work. <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.