My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-00024 - septic
Orono
>
Property Files
>
Street Address
>
G
>
Graham Hill Road
>
3240 Graham Hill Road - 05-117-23-11-0010
>
Septic
>
2008-00024 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:15:27 PM
Creation date
1/12/2017 12:24:06 PM
Metadata
Fields
Template:
x Address Old
House Number
3240
Street Name
Graham Hill
Street Type
Road
Address
3240 Graham Hill Rd
Document Type
Septic
PIN
0511723110010
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.
/
24
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 Ulson's--Soil and Percolation <br /> Testing <br /> Joseph J. Olson--MPCA License#810 <br /> �•"�"���=���` ll481 Riverview Rd.NE,Hanover,MN 55341 <br /> (763) 498-8779 Faz(763)498-8290 <br /> Revised J�me 29,2008 <br /> Todd Kimmes <br /> Lot 2,Block 2 Graham Hill Preserve <br /> Orono,Hennepin County <br /> This on-site Sewage Treatment System is designed for a Type 1,six-bedroom home in accordance with the <br /> Minnesota Pollurion Control Agency Chapter 7080 and local ordinances. <br /> The seasonally saturated soils were located at 22"-26"(mottled soil). Due to seasonaily saturated soils,a <br /> pressurized Mound System will need to be installed to treat sepric effluent The bottom of the treafinent <br /> area must be located at least 3'above the satwated soils. <br /> The soils at a depth of 12"have a percolation rate averaging 1 I MPI. <br /> ORONO COPY <br /> All neighboring wells are located greater than 100'away from proposed treatrnent azea. <br /> T'he primary site is a duel rock bed mound system using unlevel pressure distribution. <br /> A pumping chamber wil(need to be installed to lift the ei�luent to the trea�►ent 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 light and sound devices;this is in case of a pump failure.The <br /> manifold and supply line must have back drainage to the pumping chamber. The distriburion pipes shall <br /> have a clean out device connected to there end for maintenance. <br /> Keep all he�w eqaipment off of the proposed treatment areas before,during aad after constraction. <br /> The area around both sites must be fenced off bv the contractor before anv construction be�ins.This <br /> Design is not valid and t6e Svstem will need to be relocated if failure to protect t6e areas proposed <br /> for On-Site Sewage Treatment occurs. <br /> Nothing other than gray water,(taundry,showers,etc.) Human water and toilet rissue 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 sepric system. It is recommended that you pump the tanks every two years. <br /> Sincerely, <br /> CITY OF ORUNO <br /> — ORO�p�pY SEPTIC PERMIT PLAN REVIEV� <br /> INSPECTOR <br /> DATE_____�_+PERMIT NO.,,,,,,,,.,,,_„�,_,,, <br /> Joseph J.Olson 0 APPROVED A3 SUBMITTBD <br /> �N SYSTEM��u�x�� � APPROVED WiTH CORRECTi01+�3 AS NOT�D <br /> �� ����� NOT AAPROVED-CORRECT�RESUBMIT <br /> 7hcce co�ments an for your infornutioe. All work�a11 be dopr <br /> ������ ia full eompiiaace rith a�ll app!lcabta septia aad zoaing cude, <br /> Requirements includirtg itoms not specifically twted'w tbts�erie�. <br /> KEBP T�[IS PLAI4 SfiT ON S1TS AT ALL TiM6S <br />
The URL can be used to link to this page
Your browser does not support the video tag.