My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Septic design (2)
Orono
>
Property Files
>
Street Address
>
B
>
Bayside Trail
>
125 Bayside Trail - 06-117-23-22-0029
>
Septic
>
Septic design (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:25:17 PM
Creation date
9/10/2015 11:35:29 AM
Metadata
Fields
Template:
x Address Old
House Number
125
Street Name
Bayside
Street Type
Trail
Address
125 Bayside Tr
Document Type
Septic
PIN
0611723220029
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.
/
26
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
� � � �C' I ��� �t! � �--{ � J� t R����� . <br /> �� <br /> ��� �� ���� <br /> Joseph Olson D.B.A. t�o�o�a�� <br /> Rusty Olson's--Soil and Percolation Testi.ng� - " <br /> Joseph J. Olson--MPCA License #810 <br /> 11481 Riverview Rd. NE, Hanover, MN 55341 <br /> (763) 498-8779 faz (763) 49&8290 <br /> J��y is,2oi3 <br /> Ervin Wachman <br /> PID#06 1 1 723 2200 1 8 <br /> Proposed Lot 4 <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 Pollurion Control Agency Chapter 7080 and local ordinances. <br /> Once the hovse size,iocation and septic primary and future sites are chosen this design can be completed. <br /> The periodically sativated soils were located at 12-16 Inches(mottled soil).Due to the periorlically <br /> saturated soils,a pressurized mound system will need to be installed to treat the sepric effluent. The bottom <br /> of the treatment azea must be located at least 3'above the salurated soils. <br /> The soils at a depth of 12"have a percolation rate averaging 6.5 MPI. <br /> The absorprion areas do not overlap. <br /> All tanks need to be insulated if tliere 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 ef�luen#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 /> waming 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 <br /> treatment area must be fenced off before construction begins.This Design is not valid&the System <br /> witl need to be relocated if failure to protect the areas proposed for the On-Site Sewage Treatment <br /> systems occurs. <br /> Nothing other than gray water,(laundry,showers,ect.)human waier&toilet tissue should be disposed of <br /> into the septic tanks.Garbage disposals are not recommended.Additives must not be used;they may cause <br /> harmful damage to your septic system.It is recommended that you pump the septic tank every year for 1 <br /> tank,every two years for two tanks. <br /> incerely, CiTY OF ORONO <br /> _____--------- <br /> f" SEPTIC R I N R . IE <br /> ` Joseph I.Olson TNSPE T <br /> DAT PERMIT NO.,,,,,,,�,___,�,�, <br /> AAPROVEQ AS SL'D�ItTTED <br /> APPROVED WITFi C()RRECT(ONS AS NOTEA <br /> IdOT APPROVEp-CORRECT&,RESliBMIT <br /> These oomments ere for your information. All work shaii be doe0 -- ., <br /> !�fuli complisnce with oit applicabie septic and zoning cucie. � f� � � j; �., <br /> kequircments inc[uding items not specil'icnUy notcd ip thisreviaw� ��i rt �� l, ��� <br /> KEEP THiS PLHN SET ON SlTB AT ALi.TIM6S `�� ) ��� ; °��"y'* <br /> c� ,�,,,�a,f <br />
The URL can be used to link to this page
Your browser does not support the video tag.