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SR0084572
EnvironmentalHealth
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120 (STATE ROUTE 120)
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17000
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4200/4300 - Liquid Waste/Water Well Permits
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SR0084572
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Last modified
11/19/2024 4:01:37 PM
Creation date
2/7/2022 8:17:11 AM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0084572
PE
4231
FACILITY_NAME
17000 E HWY 120
STREET_NUMBER
17000
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
Zip
95366
APN
24506030
ENTERED_DATE
12/6/2021 12:00:00 AM
SITE_LOCATION
17000 E HWY 120
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Tags
EHD - Public
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Pump Selection for a Pressurized System - commerical Project <br />Commercial <br />Parameters <br />Discharge Assembly Size <br />2.00 <br />inches <br />Transport Length <br />200 <br />feet <br />Trsnsport Pipe Class <br />40 <br />gpm <br />Transport Line Size <br />2.00 <br />inches <br />Dlstrfbuting Valve Model <br />None <br />Max Elevation Lift <br />10 <br />feet <br />Manifold Length <br />62 <br />feet <br />Manifold Pipe Class <br />40 <br />feel <br />Manifold Pipe Size <br />2.00 <br />inches <br />Number of Laterals per Cell <br />6 <br />feet <br />Lateral Length <br />60 <br />feet <br />Lateral Pipe Class <br />40 <br />feet <br />Lateral Pipe Size <br />1.00 <br />inches <br />Orifice Size <br />118 <br />inches <br />Orifice Spacing <br />5 <br />feet <br />Residual Head <br />5 <br />feet <br />Flow Meter <br />None <br />Inches <br />Add-on' Friction Losses <br />0 <br />feet <br />Calculations <br />61.8 <br />gals <br />Minimum Flow Rate per Orifice <br />0.43 <br />gpm <br />Number of Orifices per Zone <br />78 <br />Total Flow Rate per Zone <br />3-1.1 <br />gpm <br />Number of Laterals per Zone <br />6 <br />% Flow Differential 1st/Last Orifice <br />3.8 <br />Transport Velocity <br />3.3 <br />fps <br />Frictional Head Losses <br />Loss through Discharge <br />2.3 <br />feel <br />Loss in Transport <br />3.9 <br />feet <br />Loss through Valve <br />0,0 <br />feet <br />Loss in Manifold <br />0.3 <br />feet <br />Loss in Laterals <br />0.5 <br />feet <br />La95 through Flowmeter <br />0.0 <br />feet <br />'Add-on' Friction Losses <br />0.0 <br />feet <br />Pipe Volumes <br />Val of Transport Line <br />34.9 <br />gals <br />Vol of Manifold <br />10.8 <br />gals <br />Vol of Laterals per Zone <br />16.2 <br />gals <br />Total Volume <br />61.8 <br />gals <br />Minimum Pump Requirements <br />Design Flow Rate 34.1 gpm <br />Total Dynamic Head 22.1 feet <br />�� <br />S Y S T E M S <br />300 <br />250 <br />1 200 <br />50 <br />0` <br />0 <br />PumpData <br />5 10 15 20 25 30 35 <br />Net Discharge (gpm) <br />PF3005 High Head Effluent Pump <br />30 GPM, 1/2HP <br />1151230V 10 60Hz, 200V 30 60Hz <br />PF3007 High Head Effluent Pump <br />30 GPM, 314HP <br />230V 10 60Hz. 200/460V 30 60Hz <br />PF3010 High Head Effluent Pump <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 />ena <br />System Curve -- <br />Pump Curve: <br />Pump Optimal Range: <br />Operating Point: <br />Design Point: t <br />4U <br />
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