My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1979-05-08 Septic System Design Report
Orono
>
Property Files
>
Street Address
>
F
>
Farview Lane
>
2820 Farview Lane - 04-117-23-34-0005
>
Septic
>
1979-05-08 Septic System Design Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/11/2025 8:34:34 AM
Creation date
12/11/2025 8:30:09 AM
Metadata
Fields
Template:
x Address Old
House Number
2820
Street Name
Fairview
Street Type
Lane
Address
2820 Fairview Lane
PIN
0411723340005
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
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
(a) 'rhe jui;if or joints shill ►x- ►wrmant•ntly sealed so as to <br />be watertic►ht.. <br />• (4) Bottoms <br />(a) Any tank not having an integrally cast bottom shall not be <br />installed when the water table is closer than three inches <br />to the bottom of the excavation. <br />(b) If the bottom is poured -in -place concrete, it shall be <br />at least four inches thick and extend to at least four <br />inches outside the tank wall. A concrete mix of at <br />least one part cement, two parts washed sand and three <br />parts washed rock shall be mixed before placement in <br />the excavation. <br />(c) <br />If a starter ring is used, it shall be constructed of a <br />4,000 psi core test concrete mix, cured to a seven-day <br />strength before installation. It shall extend at least <br />one inch beyond the tank wall, inside and out. A bottom <br />shall be poured of concrete mix defined in Section (b) <br />above. It shall extend at least two inches above the <br />starter ring and shall be at least four inches thick. <br />(d) <br />If a precast bottom is used, it shall be made of a 4,000 <br />psi core test concrete mix, cured to a seven-day strength <br />before installation. It shall xtend at least one inch <br />beyond the tank wall, or be ca integrally with the <br />bottom section. <br />(e) <br />A sectional tank not having an integrally precast bottom <br />shall have a four -inch thick bottom poured within the <br />tank walls. <br />(5) <br />Covers <br />• <br />(a) Any tank cover not integrally cast with the tank shall be <br />so installed that the joint with the tank sidewall is <br />permanently sealed so as to be watertight. <br />(b) All covers shall be so designed and constructed as to <br />withstand a minimum of seven feet of saturated earth cover <br />above the tank top. <br />• <br />F. Inlet and Outlet Device Materials <br />(1) Inlet and outlet devices shall be sanitary tees, or baffles <br />constructed of acid resistant concrete, acid resistant <br />fiberglass or plastic. <br />-3- <br />
The URL can be used to link to this page
Your browser does not support the video tag.