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SU0011354 SSNL
Environmental Health - Public
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SU0011354 SSNL
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Last modified
5/7/2020 11:35:07 AM
Creation date
9/4/2019 11:09:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011354
PE
2632
FACILITY_NAME
PA-1700019
STREET_NUMBER
3511
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205-
APN
13206010
ENTERED_DATE
5/19/2017 12:00:00 AM
SITE_LOCATION
3511 E CHEROKEE RD
RECEIVED_DATE
5/18/2017 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\C\CHEROKEE\3511\PA-1700019\SU0011354\SS_NL STUDY .PDF
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EHD - Public
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Pump Selection for a Pressurized System <br /> Parameters <br /> Discharge Assembly Sire 2.00 inches 100 <br /> Transport Length 135 feet <br /> Transport Pipe Class 40 <br /> Transport Line Size 2.00 Inches <br /> Distributing Vb ba Mo did None <br /> MAX Elevation Lift 4 feet <br /> Manifold Length 35 toot <br /> Manifold Pipe Class 40 80 <br /> Manifold Pipe Size 2.00 Inches <br /> Number of Laterals per Cell 7 <br /> Lateral Length 100 feet <br /> Lateral Pipe Class 40 <br /> Lateral Pipe Sim 2.00 indlas <br /> Otftice Size 1/6 inches <br /> Orifice Spacing 5 feet I <br /> f + I I <br /> Residual Head 5 feet = 60 <br /> Plow Motor Nona inches 0 <br /> 'Add-on'le t i Losses 0 feet <br /> ~ <br /> c <br /> Calculations = <br /> U_ <br /> Minimum Row Rateper( ifip 0.43 ppm E <br /> Number of Orifices par Zone 147 c <br /> Total Row Rata per Zone 63.7 ppm 40 — - — <br /> Number of Laterals par Zone 7 <br /> %Flow DiHamntiallWLaet Odiin _0.8 % <br /> Transport Velocity 6.1 fps <br /> Frictional Head Losses <br /> Lone through Diacharge 6.1 feel <br /> Lossin Transport 8.4 feet 20 <br /> Lone through Valve 0.0 feet <br /> Low in Manifold 0.6 feet <br /> Lose in Laterals 0.1 feet <br /> Loss through Plowmeter 0.0 feet <br /> 'Aodan'Fiiaion Loma 0.0 feet <br /> Pipe Volumes _ <br /> 0 <br /> Vol of Transport Line 23,5 gals 0 20 40 60 80 100 <br /> Vol of Manifold 6.1 gals Net Discharge (gpm) <br /> Vol of Leterala par Zone 122A gals <br /> Total Volume 151.7 gals <br /> Minimum Pump Requirements PumpData Legend <br /> Design Flow Rate 637 gpm PF7515 High Head Effluent Pump System Curve: <br /> Total Dynamic Head 26.2 feet 75 qPM,i HP <br /> 230V 10 Si Pump Curve:— <br /> Pump Optimal Range <br /> Operating Point <br /> Design Polno <br /> �gy <br /> pRAy�y� <br />
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