My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008 - soil & percolation testing
Orono
>
Property Files
>
Street Address
>
W
>
West Farm Road
>
1990 West Farm Road - 27-118-23-43-0022
>
Septic
>
2008 - soil & percolation testing
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:22:45 PM
Creation date
1/27/2020 1:02:15 PM
Metadata
Fields
Template:
x Address Old
House Number
1990
Street Name
West Farm
Street Type
Road
Address
1990 West Farm Road
Document Type
Septic
PIN
2711823430022
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.
/
11
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
• <br /> Rusty Olson's--Soil and Percolation Testing <br /> Joseph J.Olson—MICA License#810 <br /> 11481 Riverview Rd.NE,Hanover,MN 55341 (; D 3 <br /> (763)498-8779 Fax(763)498-8290 <br /> January 07,2008 <br /> Armand Brachman <br /> 1990 West Farm Road <br /> Orono,Hennepin County <br /> This on-site Sewage Treatment System is designed for a Type 1,three bedroom home in accordance with the <br /> Minnesota Pollution Control Agency Chapter 7080 and local ordinances. <br /> The seasonally saturated soils were located at 12"-18".(Mottled soil). Due to seasonally saturated soils and the <br /> existing system an 01111,R pressurized Mound System will need to be installed to treat septic effluent. The bottom of <br /> the treatment area must be located at least 3'above the saturated soils. <br /> Chapter 7080.0178 Subp.3.Compliance.Systems designed and constructed under this part shall be considered in <br /> compliance if they meet the conditions of the approved monitoring plan.The monitoring plan is to be set by the LUG. <br /> The L.U.G.monitoring plan is two times a year for two years.If there are no problems found the monitoring may stop. <br /> The soils at a depth of 12"have a percolation rate averaging 4 MPI. <br /> All neighboring wells are located greater than 100'away from proposed treatment area. <br /> The absorption area of the proposed system is greater than 75 feet from the existing creek. <br /> The existing tanks may be used upon approval of the local inspector.If the tank is not usable two new 1000 gallon <br /> tanks must be installed. <br /> A new 1000 gallon lift station must be installed. <br /> A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches <br /> must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be <br /> installed with light and sound devices;this is in case of a pump failure.The manifold and supply line must have back <br /> drainage to the pumping chamber. <br /> Keen all heavy equipment off of the proposed treatment areas before during and after construction. <br /> With proper installation and maintenance,this system should have no problem in treating septic effluent effectively. <br /> Nothing other than gray water,(laundry,showers,etc.) Human water and 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 damage to <br /> your septic system. It is recommended that you pump the tank every year for 1 tank every two years for two tanks. <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.