My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
09-12-2018 Septic Design
Orono
>
Property Files
>
Street Address
>
B
>
Bayside Road
>
4465 Bayside Road - 06-117-23-21-0006
>
Septic
>
09-12-2018 Septic Design
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:24:29 PM
Creation date
10/5/2021 12:56:37 PM
Metadata
Fields
Template:
x Address Old
House Number
4465
Street Name
Bayside
Street Type
Road
Address
4465 Bayside Rd
Document Type
Septic
PIN
0611723210006
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.
/
20
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 />Property Owner: Robert Carlson <br />Site Address: 4465 Bayside Rd., Orono <br />Comments: Tanks are sized for a 5 bedroom home <br />Date: 9/11/2018 <br />PID: <br />:tions: O = enter data O = adjust if desired O = computer calculated - DO NOT CHANGE! <br />=4 bedroom Type �I Residential System <br />600 GPD design f(ow <br />No Garbage disposal or pumped to septic <br />F2 500 Gal Septic tank (code minimum) <br />1500 Gal Septic tank (design size / LUG req'd) <br />Tank options: none <br />s) 1.2 GPD/ft2 mound sand loading rate contour loading rate of =reqs a min 50 ft. long rockbed <br />6) 10.0 ft rockbed width 50.0 ft rockbed length <br />3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) <br />end feed manifold connection <br />B) =laterals 48.0 1Z0 feet long perfs / lateral 51 perfs total <br />(1/2 a pert means the first perf starts at the middle feed manifold) <br />=inch perfs at =feet residual head gives 0.74 gpm flow rate per perforation <br />for this perf size & spacing, Ft pipe size on line 12, max perfs/lateral = =1 line #8 must be less --> OK <br />10) =doses per day (4 minimum) <br />10 150 gallons per dose (treatment volume) <br />2.00 5x <br />' <br />2) 2.00 inch diameter laterals must be used to meet "4x pipe volume" requirement <br />2.00 3x <br />13) 210 feet of =inch supply line leads tc,36 gallons of drainback volume <br />(Tip: "top feed" manifold to control the drainback) <br />14) 186 gallons TOTAL pump out volume (treatment + drainback) <br />isi 15 feet vertical lift from pump to mound laterals, leads to a: <br />ibl 38 GPM @ 30 feet of head, Pump requirement (note: >50gpm may require an extra 3-6' of head) <br />�7) F1250 gal Dose tank (code minimum) 1250 gal Dose tank (design size / LUG req'd) at 26.00 Igpi <br />leads to a <br />is) inch swing on Demand float, or timed dosing of 4.9 min ON (confirm pump rate with drawdown <br />7.2 <br />(this delivers Average flow, =70% of Peak design flow)ehn OFF test and adjust as necessary) <br />i9) 12 inches from bottom of tank to "Pump OFF" float <br />20) 19 inches from bottom of tank to "Pump ON" float, or 12 inches to "Timer ON" float if time dosed <br />21) 22 inches from bottom of tank to "Hi Level" float, or 32 inches to "Hi Level" float if time dosed <br />22) 678 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.