My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic design-general approval
Orono
>
Property Files
>
Street Address
>
L
>
Lakeview Parkway
>
725 Lakeview Parkway - 06-117-23-34-0008
>
Septic
>
septic design-general approval
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:27:29 PM
Creation date
4/19/2017 1:17:50 PM
Metadata
Fields
Template:
x Address Old
House Number
725
Street Name
Lakeview
Street Type
Parkway
Address
725 Lakeview Pkwy
Document Type
Septic
PIN
0611723340008
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.
/
13
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
2011purplscode Mound Design <br /> www.SepticResource.com (vers 15.2) <br /> Property Owner: Swanson Homes Date: t/912017 <br /> Site Address: 725 Lakeview Pxkway PID: 0611723340�Q8 <br /> Comments: <br /> instructions: �•enter data �=ad just if desired �� computer calcutated•DO NOT CHANGE! <br /> i� �bedroom Type � Residential System <br /> �i �GPD design flow <br /> a� Yes Garbage disposal or pumped to septic 50%larger tank with multiple comp/tanks <br /> a� 2250 Gal Septic tank(code minimum} 2250 Gal Septic tank(design size/LUG req'd) <br /> Tank options: none <br /> s� 1•2 GPD/ft2 mound sand loading rate contour loading rete of 12 req's a min 62.5 ft.long rockbed <br /> � 10.0 ft rockbed width b3.0 ft rakbed length <br /> �� 3.0 ft laterat spacing 3.0 ft pe�foratlon spacing (maximum of 3 for both) <br /> end feed manifold connection <br /> 8� �taterals 61.0 feet tong 21.0 perfs/laterat 63 perfs total <br /> (1/2 a perf means the first perf starts at the middle feed manifold) <br /> i 7/32 inch perfs at �feet residual head gives 0.56 gpm flow rate per perforation <br /> for this perf size&spacing,&pipe size on line 12,max perfs/lateral= 30 ,line#8 must be less--> OK <br /> io� 4.0 doses per day (4 minimum� <br /> i i i 188 gallons per�se (treatment volume) <br /> 2.00 5x <br /> i'i 2.00 inch diameter laterals mus[be used to meet"4x pipe volume"requirement <br /> 2.Q0 3x <br /> i3i 142 feet of 2.0 inch suppty line leads to 24 gallons of drainback volume <br /> (tip:"top feed"manifold to control the drainback) <br /> w� 212 gallons TOTAL pump oui volume(treatment+drainback) <br /> is� 15 feet verticat lift from pump to mound taterals,teads to a: <br /> i�� 36 GPM @ 26 feet of head, Pump requirement (note:>50gpm may require an extra 3-6'of head <br /> ) <br /> »� 750 gal Dose tank(code minimum) 1300 gal Dose tank(design size/LUG req'd) at 24.�49 gpi <br /> leads to a <br /> �s� 8.7 inch swing on Demand float, or timed dosing of 5.9 min ON (confirm pump rate with drawdown <br /> (this delivers Average flow,=70%of Peak design flow)�9 hrs OFF test and adjust as necessary) <br /> iv� 12 inches from bottom of tank to"Pump OFF'float <br /> -o� 21 inches from bottom of tank to"Pump ON"ftoat,or 12 inches to"Timer ON"ftoat if time dosed <br /> 'i� 24 inches from bottom of tank to"Hi Level"float,or 34 inches to"Hi Levet"float if tlme dosed <br /> ��� 71Z galtons reserve capacity (after High Level Alarm is activated► <br />
The URL can be used to link to this page
Your browser does not support the video tag.