My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1985-12-17 Septic System Design Report
Orono
>
Property Files
>
Street Address
>
D
>
Dickey Lake Drive
>
720 Dickey Lake Drive - 34-118-23-22-0003
>
Septic
>
1985-12-17 Septic System Design Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/11/2025 2:03:46 PM
Creation date
9/11/2025 1:56:25 PM
Metadata
Fields
Template:
x Address Old
House Number
720
Street Name
Dickey Lake
Street Type
Drive
Address
720 Dickey Lake Drive
PIN
3411823220003
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
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
TO: Jeanne A. .'.ahusth, Zoning Administrator <br />FROM: Michael P. Gaffron, Septic System In:;;)ectur <br />DATE: January 5, 1902 <br />SUBJECT: Ringer Subdivision, North Willow Drive 4615 <br />Summary: All proposed lots wera found to have high water tables, <br />nvcv _itating the use of mound systeri3. Percolation rates in the <br />up : soil profile generally were suitable for mound systems, <br />witn slower rates found in ureper test holes. Slo;,es on the entire <br />site are fairly level and suited for :round systc -- <br />This report will consist of: a) a short review of teach lot of the <br />proposed division and b) a discu^Aion of mound systems, including <br />how and why they work and their current aTLd future use as i)r-t of <br />Orono's land use management plan. The Ringer subdivision in <br />perhaps the most extensive de•!c l:.t.ment in Orono to date that will <br />require all mound systems. <br />A. Ringer Subdivision <br />A preliminary review o1 the Hennepin County Soil Sarvey indicat^d <br />a:,tcnsive arc,-!3 of Cordova silty clay loar., and Shorewood silty <br />clay loam as voll as Lesour loan would be found at this site. <br />These soils all would be e::pected to have a seasonal water table <br />or saturation zone Latween 1 and 3 feet brow the sn-face. <br />During the course of the soil3 inveotic7ation, I met the site <br />evaluator, Carl Borg, and realtor r�raydon McCulley ne <br />site. We made a boring which definitely indicated .arse high <br />water table soils were prcuQnt. I later confirmed with Dr. Jamc3 <br />L. Anderson of tLe Univer3ity of Minnezota Soils rxtencion <br />Departr„cnt that mound systc,.a ��ould L;.► _ iv.ppropriato for these coil <br />types. These are rauch th3 sa::.L soils are found in the Mcdina- <br />14orning3ide area, which experience conventional trench septic <br />system failures due to the soil conditions. In general, tt.e <br />lea*::y top, -oil characteristics for the Ringer property are euitat.:e <br />for proper functionin3 of standard prenaure-m.-)und septic aystc:n3 <br />as per Orono's Code ar,d Desion Manual. <br />For clarity's sake I have labeled the northern most tier c£ seven <br />lots as Block 1, the western group of six lots as Block 2, End <br />thy+ two lots to.0— ro .,theast as Block 3. <br />IAAt 1, Block •�• ,,•�„ <br />M+...M <br />Pares Pall thru P816. Horings BB11 thru BB13. Average prrc <br />rates for both Frimar; and alternate sitar are acceptable. :jlupc:r <br />are quite level. Saturation it ieationa (mottling) startel at <br />1.7 to 2.5 feet. Actual -tater able at 5-7' dt•pth. A mound <br />system should be used due to the presences of shallow saturation <br />zones. / <br />
The URL can be used to link to this page
Your browser does not support the video tag.