My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1997-009348 - new septic system
Orono
>
Property Files
>
Street Address
>
T
>
Truffula Trail
>
125 Truffula Trail - 33-118-23-44-0041
>
Septic
>
1997-009348 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:53:17 PM
Creation date
7/1/2019 10:24:02 AM
Metadata
Fields
Template:
x Address Old
House Number
125
Street Name
Truffula
Street Type
Trail
Address
125 Truffula Trail
Document Type
Septic
PIN
3311823440041
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.
/
47
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
Sizing o r=12 Station <br /> 1. Determine Surface Area <br /> T <br /> Rectangle=Area=L x W Width <br /> x = square feet -1- <br /> Lenglh <br /> Circle=Area=x x(Radius)' <br /> 3.14 x x = square feet <br /> Radius <br /> Other=Get Surface Area from Manufacturer x=3.14 <br /> square feet <br /> 2. Calculate Gallons Per Inch <br /> There are 75 gallons per cubic foot of volume,therefore you must multiply the area times the <br /> conversion factor and divide by 12 inches per footto lculate gallons per inch <br /> Area x 7.5-#-12 /a o <br /> x7.5+12 = Z S gallons/inch M u <br /> 3. Calculate Gallons to Cover Pump(with 2 inches of water covering pump) Scw,.ec flow in talons per Day(xpd) <br /> (Height(in)+2 inches)3 gallons/inch Nurnbc <br /> ( fo +2 x Z=� �d•0 gallons of 7Ypc 1 iypc II Type to rypc tv <br /> Bcdroonu <br /> 2 300 225 180 bay <br /> 3 45a-- 300 218 of <br /> 4. Calculate Total Pumpout Volume `4 6W__ 375 256 <br /> A. To ximize pump life select sump size for 4 to 5 pump operations per day. 750 Oso 2,14 <br /> 6 9W 525 332 U. <br /> gpd+4= gallons per dose 7 1050 61,0 370 , <br /> B. Calculate drainback 8 1200 675 '409 <br /> a. Determine total pipe length.J30 feet. <br /> b. Determine liquid volume of pipe,17 `/ gallons per 100 feet. (see page F-13) r-dor <br /> c. Multiply length by volume: Drainback quantity= -"614.44 <br /> ,1,J0 feet x f77,ti gallons+100 ft._, (�gallons. : ..2,3fa-Y 1.s ion <br /> C. Total pump out volume equals dose volume+drainback -�2-5 ' -----24.S7 <br /> /�a gallons per dose+ Za gallons= Total allons 3 38.4 <br /> `— 4 06.1 <br /> 5. Calculate Volume for Alarm(typically 2 to 3 inches) <br /> Depth(in)x gallonshinc = Reserve� r <br /> j_x C,; _ gallons Vr <br /> '4 �C /S,3 <br /> 6. Calculate Reserve Capacity(75% the daily flow) Y n1„nn <br /> Daily flow(see page D-7)x.75 Vr Pump On 7 -c <br /> �Qo x.75= ySo gallons �} <br /> /7�y cl To&I Pumpau Volumr. /_ Q <br /> 7. Calculate total gallons Vpu,,,P Off I ` <br /> ----- <br /> gallons over pump+gallons pumpout+gallons alarm+gallons reserve Purnp ciao ' <br /> 3+4+5+6 <br /> .3 c; +�?- T + S O -- gallons t� �- <br /> /Ooo 0-S <br /> 8. Total Depth (Total gallon divided by gallon per inch) <br /> Total Gallon+gallon/inch <br /> /OGa + L�� = I/o inches <br /> 9. Float Separation Distance(equal total pumpout volume) <br /> Total purn t volume+gallons/inch <br /> + .� <br /> inches <br />
The URL can be used to link to this page
Your browser does not support the video tag.