My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-01533 - septic
Orono
>
Property Files
>
Street Address
>
O
>
Orchard Park Road
>
460 Orchard Park Road - 32-118-23-23-0012
>
Septic
>
2016-01533 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:39:47 PM
Creation date
4/25/2018 11:06:47 AM
Metadata
Fields
Template:
x Address Old
House Number
460
Street Name
Orchard Park
Street Type
Road
Address
460 Orchard Park Road
Document Type
Septic
PIN
3211823230012
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.
/
32
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
2011 purple code Mound Design <br /> www.SepticResource.com (vers 15.2) <br /> Property Owner: Patrick Mulheran Date: 9/20/2016 <br /> Site Address: Lot 2, Block 1 Orchard Farms PID: 3211823230009 <br /> Comments: <br /> instructions: =enter data =adjust if desired = computer calculated - DO NOT CHANGE! <br /> ) 5 bedroom Type I Residential System <br /> 2) 750 GPD design flow <br /> 3) Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks <br /> 3) 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank (design size / LUG req'd) <br /> Tank options: none <br /> 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed <br /> 6) 10.0 ft rockbed width 63.0 ft rockbed length <br /> 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) <br /> end feed manifold connection <br /> s) 3 laterals 61.0 feet long 21.0 perfs / lateral 63 perfs total <br /> (1/2 a perf means the first perf starts at the middle feed manifold) <br /> y) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation <br /> for this pert size&spacing, &pipe size on line 12, max perfs/lateral = 30 , line#8 must be less --> OK <br /> i(,) 4.0 doses per day ( 4 minimum) <br /> i) 188 gallons per dose (treatment volume) <br /> 2.00 5x <br /> 12 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement <br /> 2.00 3x <br /> )3) 227 feet of 2.0 inch supply line leads to 39 gallons of drainback volume <br /> (Tip: "top feed"manifold to control the drainback) <br /> 14) 227 gallons TOTAL pump out volume (treatment + drainback) <br /> 15 11 feet vertical lift from pump to mound laterals, leads to a: <br /> le 36 GPM @ 26 feet of head, Pump requirement (note: >50gpm may require an extra 3.6'of head) <br /> 17 750 gal Dose tank (code minimum) 1300 gal Dose tank (design size / LUG req'd) at 25.49 gpi <br /> leads to a <br /> 18 8.9 inch swing on Demand float, or timed dosing of 6.3 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 /> 19) 12 inches from bottom of tank to"Pump OFF'float <br /> 20i 21 inches from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON"float if time dosed <br /> 2 ) 24 inches from bottom of tank to"Hi Level"float, or 34 inches to"Hi Level"float if time dosed <br /> 22) 688 gallons 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.