My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2011-01377 - new septic
Orono
>
Property Files
>
Street Address
>
W
>
Watertown Road
>
4490 Watertown Road - 31-118-23-21-0005
>
Septic
>
2011-01377 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:29:37 PM
Creation date
12/13/2019 11:39:14 AM
Metadata
Fields
Template:
x Address Old
House Number
4490
Street Name
Watertown
Street Type
Road
Address
4490 Watertown Road
Document Type
Septic
PIN
3111823210005
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
OSTP Pump Selection Design <br /> UNIVERSITY ' <br /> Minnesota Pollution Worksheet OF MINNESOTA . <br /> Control Agency .,-\\� <br /> 10. Equivalent length of pipe fittings. Equivalent Length Factors(ft.)for PVC Pipe <br /> Fittings <br /> Section 10 is for Collection Systems ONLY and does NOT need to be <br /> completed for individual subsurface sewage treatment systems. Fitting Type Pipe Diameter(in.) <br /> 1 V/ 2 3 <br /> Quantity X Equivalent Length Factor=Equivalent Length Gate Valve 1.07 1.38 2.04 <br /> 90 Deg Elbow 4.03 5.17 7.67 <br /> Fitting Type Quantity Equivalent Equivalent 45 Deg Elbow 2.15 2.76 4.09 <br /> Length Factor Length (ft) Tee-Flow Thru 2.68 3.45 5.11 <br /> Tee-Branch Flow 8.05 10.30 15.30 <br /> Gate Valve X = Swing Check Valve 13.40 17.20 25.50 <br /> 90 Deg Elbow X = Angle Valve 20.10 25.80 38.40 <br /> Globe Valve 45.60 58.60 86.90 <br /> 45 Deg Elbow X = Butterfly Valve - 7.75 11.50 <br /> Tee-Flow Thru X = <br /> Tee-Branch Flow X = NOTE:Equivalent length values for PVC pipe <br /> fittings are based on calculations using the Hazen- <br /> Swing Check Valve X = Williams Equation. See Advanced Designs for SSTS <br /> Angle Valve X = for equation. Other pipe material may require <br /> Globe Valve X = different equivalent length factors. Verify other <br /> equivalent length factors with pipe material <br /> Butterfly Valve X = manufacturer. <br /> Valve 10 X = NOTE:System installer should contact system <br /> Valve 11 X = designer if the number of fittings varies from the <br /> design to the actual installation. <br /> A. Sum of Equivalent Length due to pipe fittings: ft <br /> Hazen-Williams Equation for h <br /> B. Total Pipe Length =Supply Pipe Length (5.B)+Equivalent Pipe Length(9.A.) 10.5 <br /> h - X '... I -S; " L <br /> ft + ft = ft .f D-1.87 <br /> C. Hazen-Williams friction loss due to pipe fittings and supply pipe(h1): Qin gpm L in feet Din inches C=130 <br /> (10.5 Pipe Diameter487) X ( Flow Rate + Constant)'85 X Total Pipe Length (10.8) <br /> (10.5 + in4"87) X ( gpm+130)t85 X ft = ft <br /> 11. Total Head requirement is the sum of the Elevation Difference (Line 3),the Distribution Head Loss(Line 4),Additional Head Loss(Line 5), <br /> and either Supply Friction Loss(Line 9),or Friction Loss from the Supply Pipe and Pipe Fittings for collection systems(Line 10.C) <br /> NOTE:Supply Friction Loss(Line 8)need ONLY be used if NOT a collection system. <br /> NOTE:Friction Loss from the Supply Pipe and Pipe Fittings(Line 9.C)need ONLY be used if system is a collection system. <br /> 15.0 ft + 5.0 ft + ft + 2.9 ft = 22.9 ft <br /> 3. PUMP SELECTION <br /> A pump must be selected to deliver at least 29 GPM(Line 1 or Line 2)with at least 23 feet of total head. <br /> Comments: Pump type <br />
The URL can be used to link to this page
Your browser does not support the video tag.