My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-01341 - new structure
Orono
>
Property Files
>
Street Address
>
M
>
Mooney Lake Drive (Formeraly 300 Sixth Ave N)
>
1020 Mooney Lake Drive - 25-118-23-41-0012
>
Permits/Inspections
>
2017-01341 - new structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:15:01 PM
Creation date
1/12/2018 2:36:52 PM
Metadata
Fields
Template:
x Address Old
House Number
1020
Street Name
Mooney Lake
Street Type
Drive
Address
1020 Mooney Lake Drive
Document Type
Permits/Inspections
PIN
2511823410012
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.
/
105
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: Mendel Homes Date: 10/17/2017 <br /> Site Address: 1020 Mooney Lake Drive PID: 2511823410012 <br /> Comments: Primary Site <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 /> 4) 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank(design size / LUG req'd) <br /> Tank options: none <br /> 5) 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 /> 8) 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 /> 9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation <br /> for this perf size a spacing, a pipe size on line 12, max perfs/lateral= r7-1, line#8 must be less--> OK <br /> 10) 4.0 doses per day (4 minimum) <br /> ))) 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 /> 13) 65 feet of 2.0 inch supply line leads to 11 gallons of drainback volume <br /> (Tip: "top feed"manifold to control the drainback) <br /> 14) 199 gallons TOTAL pump out volume (treatment+drainback) <br /> 15) 17 feet vertical lift from pump to mound laterals, leads to a: <br /> 16) 36 GPM @ 25 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) 7.8 inch swing on Demand float, or timed dosing of 5.5 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 /> 20) 20 inches from bottom of tank to"Pump ON"float,or 12 inches to"Timer ON"float if time dosed <br /> 21) 23 inches from bottom of tank to"Hi Levet"float, or 33 inches to"Hi Level"float if time dosed <br /> 22) 714 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.