My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1998-010736 - new septic
Orono
>
Property Files
>
Street Address
>
W
>
Watertown Road
>
4705 Watertown Road - 31-118-23-22-0003
>
Septic
>
1998-010736 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:29:40 PM
Creation date
12/23/2019 11:18:18 AM
Metadata
Fields
Template:
x Address Old
House Number
4705
Street Name
Watertown
Street Type
Road
Address
4705 Watertown Road
Document Type
Septic
PIN
3111823220003
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.
/
22
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
Rusty Olson's--Soil and Percolation Testing <br /> Joseph J. Olson--MPCA License#810 <br /> 11481 Riverview Rd. NE, Hanover,MN 55341 <br /> (612) 498-8779 <br /> July 18, 1998 <br /> Matt Staloch <br /> 4705 Watertown Rd. <br /> Orono, Henn.Co. <br /> This On-Site Sewage Treatment System is Designed for a Type 1, four bedroom home in accordance with the <br /> Minnesota Pollution Control Agency Chapter 7080 and local ordinances. <br /> The soils on this site are SCS soils mapped - LMB Lerdal Loam. The seasonally saturated soils were located at <br /> 26"-28"mottled soil). Due to the seasonally saturated soils, a pressurized mound system will need to be installed <br /> to treat septic effluent. The 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 3.2 MPI. <br /> Existing tank must be abandoned. <br /> A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and <br /> switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning <br /> device must be installed with light 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. The distribution pipes shall <br /> have their ends capped. Be sure the rock and sand fill materials are clean. The sod layer below the entire <br /> mounded area must be turned over,just break up the sod,be sure not to over work. <br /> Keep all heavy equipment off of the proposed treatment areas before and after construction. The treatment area <br /> should be marked off before construction. This Design is not valid&the System will need to be relocated if failure <br /> to protect the areas proposed for On-Site Sewage Treatment occurs. <br /> Nothing other than gray water,(laundry,showers,etc.)human waste&toilet tissue should be disposed of into the <br /> septic tanks. Garbage disposals are not recommended. Additives must not be used, they may cause harmful <br /> damage to your septic system. It is recommended that you pump the tank every year for 1 tank every two years <br /> for two tanks. <br /> Sincerely, <br /> Joseph J.Olson <br /> r <br /> l <br />
The URL can be used to link to this page
Your browser does not support the video tag.