My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
12-14-1987 - septic system, 1st proposal
Orono
>
Property Files
>
Street Address
>
W
>
Woodhill Avenue
>
1255 Woodhill Ave - 02-117-23-24-0011
>
Septic
>
12-14-1987 - septic system, 1st proposal
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:07:45 PM
Creation date
2/25/2020 10:38:53 AM
Metadata
Fields
Template:
x Address Old
House Number
1255
Street Name
Woodhill
Street Type
Avenue
Address
1255 Woodhill Ave
Document Type
Septic
PIN
0211723240011
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
• • I '� "moo 7c9 - a L-- <br /> S-P TESTING, INC. <br /> 951 KATYDID LANE <br /> • ST. MICHAEL, MN 55376 <br /> 497-3566 <br /> STEVE SHIRMERS <br /> • December 14, 1987 <br /> • <br /> John McDowell <br /> Lot 4 , Block 1 • <br /> Woodhill <br /> Orono, Henn. Co. , MN <br /> This system is designed for a Type 1, five bedroom home and in accordance <br /> with the Minnesota. Pollution Control Agency standards WPC 40 and local <br /> ordinances. <br /> The soils on this site are typical of SCS soils mapped - HbC - Hayden loam. <br /> A seasonally high water table was located at 28" , 38" , 40" , 42" , & 58" , <br /> (mottling) . Due to the seasonally high water table, a pressurized mound <br /> system will need to be installed. The bottom of the rock bed must be lo- <br /> cated at least 3 ' above the seasonally high water table. <br /> The soils at a depth of 18" have a percolation rate averaging 19. 3 min/inch <br /> and are adequate for treating septic effluent. <br /> A pumping chamber will need to be installed to lift the effluent to the <br /> treatment area. <br /> The manifold and supply line pipe must have back drainage to the pumping <br /> chamber. The distribution pipes shall have their ends capped. Be sure <br /> the rock and sand fill material are clean. The sod layer below the <br /> entire mounded -area must be turned over, just break up the sod, be sure <br /> not to over work. <br /> The power supply and switches must be located outside the manhole and <br /> pumping chamber in a weather proof enclosure. A warning device must be <br /> installed with a light and sound device, this is in case of a pump failure. <br /> (Mercury floats are a good method) . <br /> All neighboring wells are located more than 100 ' away from the proposed <br /> treatment area. <br /> Keep all heavy equipment off of the proposed treatment area before-and <br /> after construction as much as possible. The treatment area should be <br /> marked off before construction. • <br /> With proper installation and maintenance, this system should have no <br /> problem in treating septic effluent effectively. ' <br /> It is recommended that,the septic tanks be pumped every 2 years. <br /> Soil and Percolation Tests ' ,.4! • <br /> Steven B. Schirmers <br /> Septic System Design <br /> SBS/ds <br />
The URL can be used to link to this page
Your browser does not support the video tag.