My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1981-05-11 Septic System Design Report
Orono
>
Property Files
>
Street Address
>
D
>
Devin Lane
>
2225 Devin Lane - 03-117-23-21-0012
>
Septic
>
1981-05-11 Septic System Design Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/27/2025 3:58:27 PM
Creation date
8/27/2025 3:54:18 PM
Metadata
Fields
Template:
x Address Old
House Number
2225
Street Name
Devin
Street Type
Lane
Address
2225 Devin Lane
PIN
0311723210012
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
6
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
. <br />�YS T: 2D, SIGN <br />1. Percolation Rate. Tune of System. <br />18.5 minutes per ir.. ., jhallow Trench system. <br />2. Proposed Flow 'late <br />4 bedroomsC:lrO G.P.D. = 600 G.P.D. <br />3. Soil Treatment Area Required <br />For 16-30 percolation rate use 1.6t x 600 r=1000 Sq. F <br />4• <br />4 trenches 2.1, feet wide acid 100 e-of <br />feet longue 1000 Sq. Ft. <br />_ <br />1 trenches should have 3 feet of.aeperation from the water <br />tal,l.e so they would vary from ground level to 1 foot deep <br />unless the interceptor drain lowers the water table. <br />5. Drainfield Rock Required <br />37 cubic yards are required for 1000 sq. ft. of drainfield <br />with 6 inches below the 1� inch distribution pipe and 2 inches <br />over the top of the pipe. <br />6. Septic Tanks <br />Two tanks are required with each having a capacity of at <br />leant 1000 gallons. In addition, depending on the house <br />elevation, It might be necessary to have a separate pumping <br />compartment and pwnp to reach the drainfield area. <br />
The URL can be used to link to this page
Your browser does not support the video tag.