My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
07-24-12 Soil & Percolation Testing
Orono
>
Property Files
>
Street Address
>
P
>
Pine View Drive
>
1125 Pine View Drive - 28-118-23-42-0007
>
Septic
>
07-24-12 Soil & Percolation Testing
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:25:18 PM
Creation date
10/16/2019 10:33:24 AM
Metadata
Fields
Template:
x Address Old
House Number
1125
Street Name
Pine View
Street Type
Drive
Address
1125 Pine View Drive
Document Type
Septic
PIN
2811823420007
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.
/
25
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
Joseph Olson D.B.A. <br /> Rusty Olson's--Soil and Percolation Testing <br /> Joseph J. Olson--MPCA License #810 <br /> 11481 Riverview Rd. NE, Hanover, MN 55341 <br /> (763) 498-8779 fax (763) 498-8290 <br /> July 24,2012 <br /> John Lein <br /> Proposed lot 1 2700 6"'Ave N <br /> Orono, Hennepin County <br /> This on-site Sewage Treatment System is partially designed for a Type 1,five-bedroom home in <br /> accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. <br /> Once the house size, location and septic primary and future sites are chosen this design can be <br /> completed.There may be more sites available. <br /> The periodically saturated soils were located at 14-22 Inches(mottled soil). Due to the <br /> periodically saturated soils,a pressurized mound system will need to be installed to treat the <br /> septic effluent. The bottom of the treatment area must be located at least 3' above the saturated <br /> soils. <br /> The soils at a depth of 12"have a percolation rate averaging 4 MPI. <br /> A pumping chamber will need to be installed to lift the effluent to the treatment area. The power <br /> supply and switches must be located outside the manhole and pumping chamber in a <br /> weatherproof enclosure.A warning device must be installed with a light and sound device;this is <br /> in case of a pump failure. <br /> Use 7/32 inch perforations on the laterals. <br /> Keep all heavy equipment off of the proposed treatment areas before and after <br /> construction.The treatment area must be fenced off before construction begins.This Design <br /> is not valid& the System will need to be relocated if failure to protect the areas proposed <br /> for the On-Site Sewage Treatment systems occurs. <br /> Nothing other than gray water,(laundry, showers,ect.)human water&toilet tissue should be <br /> disposed of into the septic tanks.Garbage disposals are not recommended.Additives must not be <br /> used;they may cause harmful damage to your septic system. It is recommended that you pump <br /> the septic tank s every two years. <br /> Sincerely, <br /> �/� Joseph J. Olson <br />
The URL can be used to link to this page
Your browser does not support the video tag.