My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Septic System Management Plan
Orono
>
Property Files
>
Street Address
>
W
>
Watertown Road
>
3955 Watertown Road - 32-118-23-32-0004
>
Septic
>
Septic System Management Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:40:37 PM
Creation date
11/21/2019 11:07:05 AM
Metadata
Fields
Template:
x Address Old
House Number
3955
Street Name
Watertown
Street Type
Road
Address
3955 Watertown Road
Document Type
Septic
PIN
3211823320004
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.
/
22
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
M ; N a /'t <br /> 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 /> January 17,2013 Q'RONQ <br /> Pillar Homes CO <br /> 3955 Watertown Road <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 completed. <br /> The seasonally saturated soils were located at 12"-16"(mottled soil).Due to seasonally saturated soils,a <br /> pressurized Mound System will need to be installed to treat septic effluent.The bottom of the treatment <br /> area must be located at least 3'above the saturated soils. <br /> The soils at a depth of 12"have a percolation rate averaging 12.6MP1. <br /> Due to limited,space on the lot.Site A and Site B are combined.The absorption areas do not overlap. <br /> All tanks need to be insulated if there is less than two feet of cover over the top of the tanks.A filter needs <br /> to be installed on the second tank.Clean outs must be installed on the end of the laterals for maintenance. <br /> A pumping chamber will need to be installed to lift the effluent to the treatment area.The power supply and <br /> switches must be located outside the manhole and pumping chamber in a weatherproof enclosure.A <br /> warning device must be installed with a light and sound device;this is 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 construction.The C <br /> treatment area must be fenced off before construction begins.This Design is not valid&the System � <br /> will need to be relocated if failure to protect the areas proposed for the On-Site Sewage Treatment .�, <br /> systems occurs. O <br /> n <br /> Nothing other than gray water,(laundry,showers etc.)Human water and toilet tissue should be �rd� <br /> disposed of into the seotic 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 the <br /> tanks every two years. <br /> S., cerely, <br /> �JOlson <br /> C"OF ORONO <br /> SEPTIC PE T Irl REV>JkEW <br /> INSPECTO <br /> DATE — ERMIT NO.,,,,,_,,�,,, <br /> El APPROVED AS SUBMITTED <br /> APPROVED WITH CORRECTIONS AS NOTED <br /> ORONO CO NOT APPROVED-CORRECT& RESUItV11T <br /> PY These comments are Im your information. All work shall he clone <br /> I. full compliance with all applicable septic and coning code. <br /> Requirements including items not specilically noted in this rc\iew. <br /> KEEP THIS PLAN SET ON SH E AT AL L.l 0,11..5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.