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SU0006056_SSNL
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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120 (STATE ROUTE 120)
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10800
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2600 - Land Use Program
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PA-0600190
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SU0006056_SSNL
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Last modified
11/19/2024 3:59:59 PM
Creation date
9/8/2019 12:31:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006056
PE
2632
FACILITY_NAME
PA-0600190
STREET_NUMBER
10800
Direction
E
STREET_NAME
STATE ROUTE 120
City
MANTECA
Zip
95336
APN
22803024
ENTERED_DATE
5/23/2006 12:00:00 AM
SITE_LOCATION
10800 E HWY 120
RECEIVED_DATE
5/23/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\O\HWY 120\10800\PA-0600190\SU0006056\NL_SS STDY.PDF
Tags
EHD - Public
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��� <br /> Pump Selection for a Pressurized System <br /> -Input Parameters <br /> Orifice Size 1/8 inches <br /> Residual Head at Last Orifice 5.00 feet 300 Ore11co Systems <br /> Orifice Spacing 3.0 feet Effluent PumpsP30 Series Incorporated <br /> Number of Laterals per Cell 3 1/2 hp to 1-1/2 h <br /> Lateral Length 40.0 feet 270 _. <br /> Lateral Line Size 1.00 inches _ __; 1 814AIRWAYAVENUE <br /> Lateral Pipe Class/Schedule 40 SUTHERLIN,OREGON <br /> P3015 <br /> Distributing Valve Model None <br /> 240---- <br /> Manifold <br /> 40 Manifold Length 10.0 feet - i --. _fi. 97479 <br /> _._ <br /> ' Manifold Line Size 1.25 inches <br /> Manifold Pipe Class/Schedule 40 <br /> Lift to Manifold 5.0 feet 210 TOLL FREE <br /> Transport Length 25.0 feet y --- - — (800)348.9843 <br /> Transport Line Size 1.25 inches w — <br /> Transport Pipe Class/Schedule 40 0 180 P3010 <br /> j Discharge Assembly Size 1.25 inches ~ TELEPHONE: <br /> Flow Meter None inches '0 <br /> 'Add-on'Friction Losses 3.0 feet = - (541)4594449 <br /> 150 - <br /> v P3007 <br /> Calculations E <br /> CU FACSIMILE <br /> Minimum Flow Rate per Orifice 0.43 gpm <br /> Number of Orifices per Zone 42 _0 120 (541)459-2884 <br /> Total Actual Flow Rate 18.3 gpm 14 P3005 <br /> Number of Lines per Zone 3 — — <br /> www.orenco.com <br /> Flow Differential 1st and Last L ft Orifice <br /> ° <br /> to Manifold 5.0 feet { <br /> Residual Head at Last Orifice 5.00 feet I-- --�— <br /> Head Loss in Laterals 0.4 feet60 -- <br /> Head Loss Through Distributing Valve 0.0 feet — -- + <br /> Head Loss in Manifold 0.1 feet --; <br /> Head Loss in Transport Pipe 1.1 feet <br /> Head Loss Through Discharge 1.7 feet 30 <br /> Head Loss Through Flow Meter 0.0 feet <br /> 'Add-on'Friction Losses 3.0 feet <br /> Total Flow Rate 18.3 gpm I 0 10 20 30 40 <br /> TDH 16.3 feet <br /> Net Discharge,gpm <br />
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