My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1996-008415 - septic
Orono
>
Property Files
>
Street Address
>
S
>
Sixth Avenue North
>
3240 Sixth Ave N - 29-118-23-41-0005
>
Septic
>
1996-008415 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:26:53 PM
Creation date
1/23/2019 12:16:46 PM
Metadata
Fields
Template:
x Address Old
House Number
3240
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
3240 6th Avenue North
Document Type
Septic
PIN
2911823410005
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.
/
21
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 of Pump Station <br /> l. Detcrminc Surfacc Arca T <br /> Width <br /> Rectanglc=Ama=L x W 1 <br /> x = square feet ��s� <br /> Circle=Area=n x(Radius� <br /> 3.14 x x = square feet Radius <br /> a=3.14 <br /> Other=Get Surface Area from Manufacturer <br /> square feet <br /> 2. Calculate Gallons Per lnch <br /> There aro 7S gallons per cubic foot of volumc,thcrcforc you must multiply the arca <br /> times the conversion factor and divide by 12 inches per foot to calculate gallons per inch <br /> Ama x 7.5 gpft'+12 inchs per foot � <br /> x 7.5+12 =�gallons/inch ��lE r/�ia.�C I�.lc't.,.�d�/. � <br /> 3. Calculate Gallons to Cover Pump(with 2 i�uhes c�f watcr covcring pump) ��imatccl Scwage Flows in Gallons per day <br /> (Height(in)+2 inches) x gallons/inch(�i2) um r Cg�} <br /> (�_+ z�x Z�_=Z¢O gallons of Type I Typc II Typc I!I Ty pc <br /> Bcdrooms 1 V <br /> 4. Calculate Total Pumpout Volume 2 300 22S 180 <br /> a. To maximize pump lifc select sump size for 4 to 5 pump operations per day. 3 450 300 218 � <br /> �r u,� <br /> ��+4= /I�_gallons per dose 4 600 375 256 �,i�a <br /> b. Calculate drainback 5 750 450 294 ;,, <br /> 1. Determine total pipe length,�O feet. 7 1050 600 370 7��� <br /> uw <br /> 2. Determine liquid volume of pipe,�j�gallons}xr 1(�fectr---._ 8 1200 675 408 �,n,,,,,� <br /> 3. Multi ly length b volume: Drainback quantity= d� <br /> �fcet x�gallons/100 ft.= allons. �gal(� <br /> p• + � \ Pi diameta inches C�iluns r 100 f�� <br /> c. Total pump out volume equals dose volume+drainhack 1 4.4 <br /> //3 �allons per dose+ $ gallons= �Z gallons 1.25 7.77 <br /> 1.5 10.58 <br /> 5. CalculaM Volume for Alarm(typicaily 2 to 3 inches) 2 17.43 <br /> Depth(in)x gallons/inch(#2)= 2.S 24.87 <br /> Z.b x Z =��gallons 3 38.4 <br /> 4 66.1 <br /> 6. Calculate Reserve Capacity(75%the daily flaw) <br /> Daily flow(see page D-7)x.75= <br /> �O x.75=�.�,gallons <br /> Reserve Capaciry <br /> 7. Calculate total gallons <br /> gallons over pump+gallons pumpout+gallans alarn�+gallons mserve capcity <br /> #3+#i4 c+#5+#6 3� „73� <br /> Z�Q+�_+�O +_�= gallons A� <br /> Pump On <br /> 8. Total Depth (Total gallon divided by gallon per inch) <br /> Total Gallon(#�+�allon/inch(#2) <br /> ��+ Z O =�Z inches Pum OfF To 1 Pumpout�lumc <br /> P <br /> Pump Hcight <br /> 9. Float Separafion Distance(equai total pumpout volumc) <br /> Total pumpout volu (#4c)+gallons/inch(#2) � <br /> ��+�0 =�inches . <br />
The URL can be used to link to this page
Your browser does not support the video tag.