My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
11855982
Images9
>
Public Works - Permits
>
Building
>
FOR PUBLIC VIEW ON INTERNET
>
COMPLETED FILES - INACTIVE
>
21-XXXXXX
>
11855982
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/28/2023 11:10:24 AM
Creation date
9/19/2023 1:56:26 PM
Metadata
Fields
Template:
Permits
Permit Address
120 NORTH SANTIAM HWY
Permit City
Gates
Permit Number
555-21-008421-PRMT
Parcel Number
093E27DA01900
Permit Type
Septic
Permit Doc Type
Permit Document
Status
Ready to Film
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).
Show annotations
View images
View plain text
Pump Selection for a Pressu(ized System-Single Family Residence Project <br /> • <br /> Parameters <br /> Discharge Assembly Size 1.25 Inches 300 <br /> Transport Length 90 feet I PF3015J -----"". <br /> Transport Pipe Class 1 \ <br /> Transport Line Size 1..25 inches <br /> Distributing Valve Model , None <br /> Max f Elevation Lift5 feet ` <br /> ManifoldoldLength 10 feet \\ <br /> Manifold Pipe Class 40 <br /> Manifold Pipe Size 1.25 inches 250 <br /> Number of Laterals per Cell 2 <br /> Lateral Length 75 feet I Pf3710„I <br /> Lateral Pipe Class 40 <br /> Lateral Pipe Size 1.25 inches —i. �„ <br /> Orifice Size 1/8 inches ''',...........` <br /> Orifice Spacing 2 feet \ <br /> Residual Head 5 feet <br /> Row Meter None inches d 200 I Pf3007 I <br /> Add-on'Friction Losses 0 feet d <br /> Calculations C ----________- <br /> Minimum Flow Rate per Orifice 0.43 gpm I•• \ <br /> Number of Orifices per Zone 76 'c <br /> Total Flow Rate per Zone 33.7 gpm y <br /> Number of Laterals per Zone 2 ,Z' 150 • • , <br /> Flow Differential 1st/Last Orifice 9.1 % V <br /> Transport Velocity 7.3 fps •E <br /> al <br /> C ' . <br /> Frictional Head Losses inJ Pf3o05 <br /> • <br /> Loss through Discharge 7.9 feet <br /> Loss in Transport 124 feet 0 <br /> Loss through Valve 0.0 feet• ~ 100 <br /> Loss in Manifold 0.4 feet <br /> Loss in Laterals 0.0 feet <br /> Loss through Flowmeter 0.0 feet <br /> 'Add-on'Friction Losses 0.0 feet <br /> Pipe Volumes <br /> Vol of Transport Line 6.9 gals 50 ` <br /> Vol of Manifold 0.8 gals \ <br /> Vol of Laterals per Zone 11.7 gals - - <br /> Total Volume 19.4 gals s, J: IL <br /> Minimum Pump Requirements <br /> Design Flow Rate 33.7 gpm k,".,.... <br /> Total Dynamic Head 31.7 feet <br /> 0i. <br /> 0 5 10 15 20 25 30 35 �40 <br /> Net Discharge(gpm) <br /> PumpData Legend <br /> PF3005 High Head Effluent Pump System Curve: <br /> 30 GPM,1/2HP <br /> 115/230V 10 60Hz,200V 30 60Hz Purriacurve: <br /> PF3007 High Head Effluent Pump Pump Optimalaange: <br /> 30 GPM,3/4HP /� <br /> 230V 10 60Hz,200/460V 30 60Hz Operatingrroint: <br /> PF3010 High Head Effluent Pump DesiPPoint: <br /> 30 GPM,1HP <br /> 230V 10 60Hz,200/460V 30 60Hz <br /> PF3015 High Head Effluent Pump <br /> 30 GPM,1-1/2HP <br /> 230V 10 60Hz,200/230/460V 30 60Hz <br /> Oren co <br /> co <br /> SYSTEMS <br /> zrOtfCfitc THE wocto's WALE[ <br />
The URL can be used to link to this page
Your browser does not support the video tag.