My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1981-11-27 Septic System Design Report
Orono
>
Property Files
>
Street Address
>
D
>
Dickey Lake Drive
>
760 Dickey Lake Drive - 27-118-23-33-0009
>
Septic
>
1981-11-27 Septic System Design Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/18/2025 3:09:12 PM
Creation date
9/18/2025 2:54:37 PM
Metadata
Fields
Template:
x Address Old
House Number
760
Street Name
Dickey Lake
Street Type
Drive
Address
760 Dickey Lake Drive
PIN
2711823330009
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
#615 Ringer Subdivision <br />Page 7 <br />installed in these limiting soils, a set of governing criteria <br />have evolved over the last 50 years. Specifically, trench systems <br />are not allowed: 1) where the percolation rate is slower than 60 <br />minutes per inch of water level drop in a percolation test hole; <br />and 2) where the highast known water table or indicated saturated <br />soil layer is less than 3' below the bottom of the trench. <br />In most cases, these same soils have a varying amount of topsoil <br />which is usually "loamier" and will accept and treat a limited <br />amount of effluent. <br />The pressure -mound system is designed specifically to use this <br />loamy topsoil layer for effluent treatment and disposal. In <br />brief, a 12-24" layer of sand (placed over the natural roughened <br />topsoil) is fed effluent from a pressure distribution system in <br />an overlying rock bed. The biomat "valve" forms at the rock/ <br />sand interface which is 12-24" above the natural soil. Because <br />of the pressure distribution, an unsaturated air/effluent contact <br />is maintained as treatment occurs in the sand bed. This treated <br />effluent is then dispersed into the topsoil and allowed to move <br />laterally through the topsoil,possibly even past the boundaries <br />of the mound system (yet still below the surface) until it <br />eventually seeps downward or evaporates over a wide area. <br />It would be poor planning for Orono to allow installation of <br />standard trench drainfields in soils which have high-water table <br />characteristics, since many systems likely would eventually fail, <br />as was the case in Medina-Morningside. Since Orono has shown <br />a strict desire to limit the extension of sanitary sewers, it <br />appears reasonable to allow (and, in fact, promote) the use of <br />alternate on -site sewage treatment methods where development <br />pressures persist. Mound systems have been installed over the <br />last 10 to 15 years around the country as an alternative to <br />trenches. In Orono, pressure distribution mounds were first <br />installed in 1978. To date, the City'has 13 pressure mounds <br />in service, with no recorded failures. <br />In my opinion, under specified site conditions, mound systems <br />are a safe, sanitary, reliable method of sewage treatment. <br />
The URL can be used to link to this page
Your browser does not support the video tag.