My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
09-24-2018 Septic Design
Orono
>
Property Files
>
Street Address
>
F
>
Fox St
>
1795 Fox St - 03-117-23-44-0006
>
Septic
>
09-24-2018 Septic Design
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:39:02 PM
Creation date
9/29/2021 2:13:47 PM
Metadata
Fields
Template:
Address
House Number
1795
Street Name
Fox
Street Type
Street
Address
1795 Fox St
Document Type
Septic
PIN
0311723440006
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.
/
29
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
Percolation tests are no longer <br />required by the city of Orono <br />Soils verification required at <br />bottom of exavation <br />MEMORANDUM <br />September 24, 2018 <br />ftu'6 Investigation <br />& Design - <br />To: Mr. Roger Peitso, Building Official City of Orono, MN <br />From: Paul Brandt PSS Soil Investigation & Design, Inc. <br />Date: September 12, 2018 <br />Subject: 1795 Fox Street, Orono, MN <br />As we discussed, this design is being considered a type 3/4 by the City of Orono and was <br />reviewed under those regulations. The system has three distinct components. They are the <br />tanking, piping to the drainfield and the drainfield design. <br />The tanking and treatment component design appears to be within prescriptive design. <br />This portion of the design meets or exceeds the requirement of the City of Orono <br />Ordinance and the Minnesota Rule 7080 to 7083. <br />The piping component design appears to be within prescriptive design. This portion of the <br />design meets or exceeds the requirement of the City of Orono Ordinance and the <br />Minnesota Rule 7080 to 7083. <br />The drainfield component design as the City of Orono has indicated is considered to be a <br />type (3) three system. As a type 3 system, it is proposed to remove soil and replace it with <br />washed sand. This solution to the problems indicated in the design appear to be workable <br />under the following conditions. First, no equipment can be driven on the surface of the <br />excavation for the drainfield nor can any smearing, compaction or other activities that <br />could seal the bottom or sidewalls of the drainfield excavation occur. <br />Second, the designer or installer must complete two (2) percolation tests within the <br />excavation to determine the appropriate sizing. This is indicated in both the City <br />Ordinance and in Minnesota Rule. Since this is part of the "advanced design", we must be <br />notified to inspect the soils and the percolation testing in the drainfield. <br />With respect to the management plan as stated, it has several gaps in information. This <br />should be completed and submitted by the designer and/or the installer before completion <br />of the installation. <br />With the provision of completion of two pert test and the management plan, this design is <br />approvable by the City of Orono and the permit can therefore be issued by the City of <br />Orono. Thank you for your time. <br />I hereby certify that I am an advanced designer and am qualified to design/review this <br />work in accordance with all applicable ordinances, rules and laws. <br />Paul Brandt, Lic. # 5182; Soil Investigation & Design, Inc. Lic. #3253 <br />II-I"W-1155 <br />
The URL can be used to link to this page
Your browser does not support the video tag.