My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info including designs 2004/2006/2014
Orono
>
Property Files
>
Street Address
>
6
>
6th Avenue North
>
1570 6th Avenue North - 26-118-23-32-0019
>
Septic
>
septic info including designs 2004/2006/2014
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:17:22 PM
Creation date
1/15/2019 12:41:15 PM
Metadata
Fields
Template:
x Address Old
House Number
1570
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
1570 6th Avenue North
Document Type
Septic
PIN
2611823320019
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.
/
56
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
Rusty Olson's--Soil and Percolation Testing <br /> Joseph J. Olson--MPCA License#810 <br /> � 11481 Riverview Rd. NE, Hanover,MN 55341 i <br /> (763) 498-8779 Fax (763)498-8290 <br /> � <br /> Revised October 17,2006 <br /> November 04,2004 <br /> John Whitman <br /> 1570 6th Ave.N <br /> Orono, Henttepin County. <br /> This on-site Sewage Treatment System is designed for a future Type 1 Four-bedroom home and future other <br /> five bedroom system in accordance with the Minnesota Pollution Control Agency Chapter 7080. <br /> The septic sites need a variance to meet city code.City code requires a 75 foot setback from any wetland. <br /> The future site is an other system because it is over the top of the existing system. <br /> The seasonal saturated soils were located at 24"-46"(mottled soil). Due to the seasonally saturated soils,a <br /> pressurized mound system will need to be installed to treat the septic effluent.The bottom of the treatment <br /> area must be located at least 3'above the saturated soils. <br /> The future site is a duel rock bed mound with non-level pressure distribution. <br /> All neighboring we(ls are greater than 100' from proposed treatment areas. <br /> The soils at a depth of l2"have a percolation rate averaging 3 - 10 MPI. <br /> The existing septic tanks may be used upon approval of the local inspector.A new 1250 gallon lift station <br /> will be needed if this system is installed. If a five bedroom system is ever installed a new 1000 gallon septic <br /> tank will need to be installed.To meet five bedroom code. <br /> The manifold and supply line must have back drainage to the pump chamber.The rock and till materials <br /> must be clean.The sod layer below the entire mounded area must be turned over.Just break up the sod and <br /> be sure not to over work. <br /> Keep all heaw equipment off proposed septic sites. <br /> NothinQ other than gray water,(laundry,showers, etc.) Human water and toilet tissue should be disposed of <br /> into tlie septic tanks. Garbage disposals are not recommended. Additives must not be used;the�v cause <br /> harmful dama�e to vour septic svstem. tt is recommended thatyou pump the tank ever�vear for 1 tank <br /> every two vears for two tanks. <br /> Sin rely, <br /> � _____..___. CITY f�F ORONO <br /> Joseph J.Olson SF.PTIC P RMI �►N�Y� � <br /> 11�ISPECTOR ���a t�,.w—'—_�� <br /> i)ATE 1�ERMIT NQ,� <br /> Ct�-�'�raom�a ns suR��rrE� <br /> �rrRoven�vrrt�coRR�crtorrs�as xo°ts� <br /> NOT elPPROVEl7-��RRECT&.R�SL'9'r14T <br /> 'i'heae cammertt9 aec for your infarmation. Al61 wotk shafl bo� <br /> in fuil coreplianso with ett sppticebto septic a�zonin�suds. <br /> Requiremen4s inc6udang ttems not spccit"isalty aoteci ief 0ltie rev� <br /> K66P'P13iS 3'LLAAI S6T ON SiT��T AI�.'SBt��f <br />
The URL can be used to link to this page
Your browser does not support the video tag.