My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2013 - Soil & Percolation Testing
Orono
>
Property Files
>
Street Address
>
W
>
Willow Hill Drive
>
2300 Willow Hill Dr - 03-117-23-32-0026
>
Septic
>
2013 - Soil & Percolation Testing
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:36:49 PM
Creation date
2/12/2020 1:38:38 PM
Metadata
Fields
Template:
x Address Old
House Number
2300
Street Name
Willow Hill
Street Type
Drive
Address
2300 Willow Hill Dr
Document Type
Septic
PIN
0311723320026
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
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 /> ORONO COPY <br /> September 27,2013 <br /> Nihr Shah <br /> 2300 Willow Hill Drive <br /> Orono,Hennepin County <br /> This on-site Sewage Treatment System is designed for a Type 1,Five-bedroom home in accordance with <br /> the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. <br /> The periodically saturated soils were located at 16"-26"(mottled soil).Due to the periodically saturated <br /> soils,a pressurized mound system will need to be installed to treat the septic effluent.The bottom of the <br /> treatment area must be located at least 3'above the saturated soils. <br /> All tanks need to be insulated if there is less than two feet of cover over the top of the tanks.Clean outs <br /> must be installed on the end of the laterals for maintenance. <br /> Use 7/32 inch perforations on the laterals. ORONO COPY <br /> All neighboring wells are greater than 100'from proposed treatment areas. <br /> A 1300 gallon pumping chamber will need to be installed to lift the effluent to the treatment area.The <br /> power supply and Switches must be located outside the manhole and pumping chamber in a weatherproof <br /> enclosure.A warning device must be installed with light and sound devices;this is in case of a pump <br /> failure.The manifold and supply line must have back drainage to the pumping chamber. <br /> Keep all heavy equipment off of the proposed treatment areas before,during and after construction. <br /> The area around both sites must be fenced off by the contractor before any construction begins. <br /> With proper installation and maintenance,this system should have no problem in treating septic effluent <br /> effectively.Nothing other than gray water,(laundry,showers,etc.)Human water and toilet tissue should be <br /> disposed of into the septic tanks.Garbage disposals are not recommended.Additives must not be used they <br /> may cause harmful damage to your septic system. It is recommended that you pump the septic tanks every <br /> two years. <br /> Sincerely, <br /> ORONO COPY CITY OF ORONO <br /> SEPTIC PE MIT L N EV <br /> INSPECTOR <br /> Joseph J.Olson DATE 13-a PERMIT NO. <br /> APPROVI D AS SUBMITTED <br /> APPROVED WITH CORRECTIONS AS N'OTED <br /> ED NOT APPROVED-CORRECT&RESUBMIT • <br /> The,c comments arc for your information. All work shalt be dope <br /> ITEM IS DESIGNED FOR in fall compliance with all applicable septic and zoning code. <br /> BEDROOMS. ANY INCREASE IN NUMBERRequirer eni including items not specifically noted in this review. <br /> KLLP THIS PLAN SET ON SITE AT ALL TIMES <br /> OF BEDROOMS INVALIDATES THIS DESIGN. <br />
The URL can be used to link to this page
Your browser does not support the video tag.