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SU0002249 SSNL
Environmental Health - Public
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2600 - Land Use Program
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UP-98-08
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SU0002249 SSNL
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Last modified
5/7/2020 11:29:08 AM
Creation date
9/6/2019 10:28:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002249
PE
2626
FACILITY_NAME
UP-98-08
STREET_NUMBER
18667
STREET_NAME
JACOB BRACK
STREET_TYPE
RD
City
LODI
APN
01115012
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
18667 JACOB BRACK RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACOB BRACK\18667\UP-98-08\SU0002249\SS STDY.PDF \MIGRATIONS\J\JACOB BRACK\18667\UP-98-08\SU0002249\NL STDY.PDF
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EHD - Public
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Pump Selection for a Pressurized System <br /> Input Parameters <br /> Orifice Size 1/8 inches <br /> iia Qrenco Systems' <br /> Residual Head at Last Orifice 5.0 feet Effluent Pumps Incorporated <br /> Orifice Spacing 4.0 feet PF5015 PF50 Series <br /> Number of Laterals per Cell 78 1/2hp to 1-1/2hp <br /> Lateral Length 34.0 feet 814AIRWAYAVENUE <br /> Lateral Line Size 1.00 inches 140 <br /> Lateral Pipe Class/Schedule 40 SUTHERLIN,OREGON <br /> Distributing Valve Model 6606 97479 <br /> "i <br /> Manifold Length 39.0 feet <br /> Manifold Line Size 1.00 inches 120 <br /> Manifold Pipe Class/Schedule 40 PF5010 TOLLFREE: <br /> Lift to Manifold 6.0 feet «� (80D)348-98C <br /> Transport Length 35.0 feet <br /> w <br /> Transport Line Size 1.25 inches 100 <br /> Transport Pipe Class/Schedule 40 © PF5007 TELEPHONE: <br /> Discharge Assembly Size 1.25 inches ~ (541)459-4449 <br /> Flow Meter None inches <br /> 'Add-on'Friction Losses 0.0 feet 2 84 <br /> FACSIMILE: <br /> Calculations <br /> ar <br /> � (541)459-2884 <br /> A <br /> Minimum Flow Rate per Orifice 0.43 gpm _Q PF5005 <br /> Number of Orifices per Zone 117 60 <br /> P p www.arenc4.com <br /> Total Actual Flow Rate -50.8 gpm <br /> Number of Lines per Zone 13 <br /> %Flow Differential 1st and Last Orifice 1.0 % <br /> Lift to Manifold 6.0 feet 40 <br /> Residual Head at Last Orifice 5.0 feet <br /> Head Loss in Laterals 0.1 feet <br /> Head Loss Through Distributing Valve 18.1 feet <br /> Head Loss in Manifold 12.2 feet 20 <br /> Head Loss in Transport Pipe 10.4 feet <br /> Head Loss Through Discharge' 12.9 feet <br /> Head Loss Through Flow Meter 0.0 feet <br /> 'Add-on'Friction Losses 0.0 feet 0 <br /> 0 10 20 30 40 50 60 70 <br /> Total Flow Rate 50.8 gpm Net Discharge, gpm <br /> TDH 64.7 feet <br /> The red circle indicates the system's calculated design point,not the pump's operating point. <br />
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