My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
04-22-2021 4625 Saint Andrews Street revised design_STAMPED
Orono
>
Property Files
>
Street Address
>
S
>
Saint Andrews Street
>
4625 St. Andrews Street - 06-117-23-32-0013
>
Septic
>
04-22-2021 4625 Saint Andrews Street revised design_STAMPED
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:15:18 PM
Creation date
10/6/2021 1:07:56 PM
Metadata
Fields
Template:
x Address Old
Address
4625 St. Andrews St
Document Type
Septic
PIN
0611723320013
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.
/
18
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
2o11purple code Mound Design <br />wvwJ.SepticResource.eom (vers 19.2) <br />Property Owner: Gordon James Date: 2/8/2021 <br />Site Address: 4625 Saint Andrews Street PID: 0611723320013 <br />Comments: Primary site <br />instructions: = = enter data 0 = adjust if desired = computer calculated - DO NOT CHANGE! <br />1)bedroom Type 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: Multiple tanks or compartments req'd <br />5) 1.2 GPD/ftz 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 62.5 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) laterals 60.5 feet long 21.0 perfs / lateral F63 perfs total <br />(1 /2 a perf means the first perf starts at the middle feed manifold) <br />9) 7/32 inch perfs at feet residual head gives 0.56 gpm flow rate per perforation <br />for this perf size 6t spacing, i* pipe size on line 12, max perfs/lateral = 30 , line #8 must be less > OK <br />30) 4.0 doses per day (4 minimum) <br />11) 188 gallons per dose (treatment volume) <br />12) 2.00 inch diameter laterals must be used to meet "4x pipe volume" requirement <br />13) 255 feet of 2.6 inch supply line leads to43 gallons of drainback volume <br />(Tip: "top feed" manifold to control the drainback) <br />14) 231 gallons TOTAL pump out volume (treatment + drainback) <br />u) 1 28 Ifeet vertical lift pump to mound laterals, leads to a: <br />16) 36 GPM @ 44 feet of head, Pump requirement (note: >50gpm may require an extra 3-6' of head) <br />17) 750 gal Dose tank (code minimum) 125D gal Dose tank (design size / LUG req'd) at 25,49 gpi <br />Leads to a: Optional Time dosing of: <br />)8) 9.1 inch swing on Demand float, (this delivers Average flow, =70% of Peak design flow) <br />6.4 min ON <br />19) 12 inches from bottom of tank to "Pump OFF" float 8.5 hrs OFF <br />20) 1 21 linches from bottom of tank to "Pump ON" float 12 inches to "Timer ON" float <br />?�)1 24 linches from bottom of tank to "Hi Level" float 34 inches to "Hi Level" float <br />22) 638 gallons reserve capacity (after High Level Alarm is activated -demand dosed) <br />
The URL can be used to link to this page
Your browser does not support the video tag.