My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2002-P05244 - new septic system
Orono
>
Property Files
>
Street Address
>
K
>
Knoll Manor Road
>
1075 Knoll Manor Road - 26-118-23-31-0011
>
Septic
>
2002-P05244 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:16:37 PM
Creation date
4/10/2017 2:45:15 PM
Metadata
Fields
Template:
x Address Old
House Number
1075
Street Name
Knoll Manor
Street Type
Road
Address
1075 Knoll Manor Road
Document Type
Septic
PIN
2611823310011
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.
/
31
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 /> The1st tank will be a 1500 gallon trash trap dosing chamber reversed using the 500 <br /> gallons as a trash trap and the 1000 gallons as a dosing chamber which will dose 12.5 <br /> gallons every 30 minutes to the Multi-Flo Unit. An anti-siphon device will need to be <br /> used (see attached diagram). The effluent will flow gravity from the Multi-Flo to the <br /> 1500 gallon pumping chamber which will pressurize the seepage bed. The power <br /> supply and switches must be located outside the manhole and pumping chamber in a <br /> weather proof enclosure. A warning device must be installed with a light and sound <br /> device, this is in case of a pump failure. <br /> The mitigation plan is by using the 1500 gallon pumping chamber allows the effluent to <br /> be stored during peak use and pumped to the system during low water use periods. A <br /> timer could also be added to reduce the amount of effluent pumped to the system. <br /> A water meter will need to be installed to monitor daily water use. <br /> The soils at a depth of 12" have a percolation rate of 14.1 mpi. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area. <br /> Keep all heavy equipment off of the proposed treatment area before and after <br /> construction. The treatment area should be marked off before construction. This <br /> Design is not valid & the system will need to be relocated if failure to protect the areas <br /> proposed for On-Site Sewage Treatment occurs. <br /> Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. <br /> should be disposed of into the septic tanks. Iron filters must be diverted out of the <br /> system Recommend to divert the water softner also. Garbage disposals are not <br /> recommended, due to adding more solids &fine solids passing through to the system. <br /> Excessive amounts of soaps, anti-bacterial soaps, cleaning agents, shower cleaners <br /> used every shower & chlorine agents may kill the bacteria needed to treat septic <br /> effluent. Additives are not recommended. The trash trap, Multi-Flo and pumping <br /> chamber will need to be pumped out when the setable solids reach 50% in the unit. <br /> This will be determined at the time of the services. <br /> Cy�� • �� <br /> Steven B. Schirmers ��a�� <br /> .�-.e�� �rNw�s��� <br /> ef�oo�+r�wa��a n�s e�, <br /> 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.