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SU0011318 SSNL
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SU0011318 SSNL
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Last modified
5/7/2020 11:35:05 AM
Creation date
9/5/2019 11:18:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011318
PE
2633
FACILITY_NAME
PA-1700072
STREET_NUMBER
20500
Direction
S
STREET_NAME
HOLLY
STREET_TYPE
DR
City
TRACY
Zip
95304-
APN
21216010
ENTERED_DATE
4/17/2017 12:00:00 AM
SITE_LOCATION
20500 S HOLLY DR
RECEIVED_DATE
4/17/2017 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HOLLY\20500\PA-1700072\SU0011318\SS_NL STUDY.PDF
Tags
EHD - Public
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Pump Selection for a Pressurized System - Commerical Project <br /> HCC, Tracy <br /> Parameters <br /> Discharge Assembly Size 2.00 inches 160 <br /> Transport Length 227 feet ' <br /> Transport Pipe Class 80 <br /> Transport Line Size 2.00 inches <br /> Distributing Va fve Model None 140 <br /> Max Elevation Lift 5 feet <br /> Manifold Length 57 feet <br /> Manifold Pipe Class 40 <br /> Manifold Pipe Size 2.00 inches <br /> Number of Laterals per Cell 7 120 <br /> Lateral Length 39 feet <br /> Lateral Pipe Class 40 <br /> Lateral Pipe Size 2.00 inches <br /> Onfce Size 1/8 inches <br /> Orifice Sparing 5 feet 100 <br /> Residual Head 5 feet 2 <br /> Flow Meter None inches <br /> H <br /> 'Add-on'Friction Losses 0 feet ti <br /> m <br /> m <br /> Calculations u 80 <br /> Minimum Flow Rate per Onfice 0.43 gpm m <br /> Numberof Onficesper Zone 56 T <br /> Total Flow Rate per Zone 24.2 gpm <br /> Number of Laterals per Zone 7 3 60 <br /> %Fl ow Differential 1 sl/Last Onfice 0.0 % F <br /> Transport Velocity 2.8 fps <br /> Frictional Head Losses 40 <br /> Lossthrough Discharge 1.2 feet <br /> Loss in Transport 3.2 feet <br /> Loss through Valve 0.0 feet <br /> Loss in Manifold 0.2 feet <br /> Loss in Laterals 0.0 feet 20 <br /> Loan through Flowmeter 0.0 feet <br /> 'Add-on'Friction Losses 0.0 feet <br /> Pipe Volumes <br /> Vol of Transport Line 34.8 gals �0 10 20 30 40 50 60 70 80 <br /> Vol of Manifold 9.9 gals Net Discharge (gpm) <br /> Vol of Laterals per Zone 47.6 gals <br /> Total Volume 92.3 gals <br /> Minimum Pump Requirements PumpData Legend <br /> Design Flow Rate 24.2 gpm PF5005 High Head Effluent Pump System Cuw:— <br /> Total Dynamic Head 14.6 feet 50 GPM,112HP <br /> 115/230V 10 60H z,200'230V 3060 He Pump Curve:® <br /> PF5007 High Head Effluent Pump Pump Optimal Range <br /> 50 GPM,3/4HP <br /> 230V 10 601-1z,2001230/460V 30 60H Operating Pointo <br /> PF5010 High Head Effluent Pump Design Poin0 <br /> 50 GPM,1HP <br /> ti 230V 10 6011z,200/460V 30 60H <br /> PF5015 High Head Effluent Pump <br /> 50 GPM, P <br /> CIS 230V 1080Hz,60Hz,200V 30 60H <br /> Omroo <br /> �rb Nbr ar <br /> iaw umvw,r <br />
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