My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1996-008313 - new septic system
Orono
>
Property Files
>
Street Address
>
W
>
Watertown Road
>
2325 Watertown Road - 03-117-23-22-0015
>
Septic
>
1996-008313 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:34:37 PM
Creation date
7/17/2019 10:19:47 AM
Metadata
Fields
Template:
x Address Old
House Number
2325
Street Name
Watertown
Street Type
Road
Address
2325 Watertown Rd
Document Type
Septic
PIN
0311723220015
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.
/
21
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
F <br /> S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 <br /> 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 <br /> June 30 , 1994 <br /> Kelley-Kelley Nursery <br /> 2325 Watertown Rd . <br /> Orono, Henn. Co. , MN <br /> This On-Site Sewage Treatment System is Designed for a Retail <br /> Garden Nursery with 100 customers/day at 2. 5 gal/day = 250 gallons <br /> & 10 employees at 15 gal/day = 150 gal/day & 50 gallons wash water/ <br /> day. Total water use = 450 gal/day. Designed in accordance with <br /> the Minnesota Pollution Control Agency Chapter 7080 and local <br /> ordinance. Recommend to install low water use, 1 . 6 gallon flush <br /> toilet to assure lower water use. <br /> This site has an existing failing system due to clay soils with a <br /> high seasonally high water table. The existing tanks are located <br /> northeast of the building and are deep and could not be found. To <br /> locate the tanks , the supply line at the old system will need to be <br /> found & followed back to the tank with a backhoe. The existing <br /> tanks will need to be abandoned, pumped & filled with soil . <br /> The soils on this site are SCS soils mapped - HbC - Hayden loam. <br /> A seasonally high water table was located at 36" & 42" , (mottled <br /> soil ) . The bottom of the system must be located at least 3 ' <br /> above the seasonally high water table. A Pressurized At Grade <br /> System may be installed. <br /> The soils at a depth of 12" have a percolation rate averaging <br /> 10. 3 min/inch. <br /> A pumping chamber will need to be installed to lift the effluent <br /> to the treatment area. <br /> The power supply and switches must be located outside the manhole <br /> and pumping chamber in a weather proof enclosure. A warning device <br /> must be installed with a light and sound device, this is in case of <br /> a pump failure . (mercury floats are a good method) . <br /> All neighboring wells are located greater than 100 ' away from the <br /> proposed treatment area. <br /> CONT' D <br />
The URL can be used to link to this page
Your browser does not support the video tag.