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SU0007417
Environmental Health - Public
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EHD Program Facility Records by Street Name
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S
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SEVENTH
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22551
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2600 - Land Use Program
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PA-0800289
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SU0007417
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Last modified
5/7/2020 11:33:02 AM
Creation date
9/9/2019 10:13:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0007417
PE
2631
FACILITY_NAME
PA-0800289
STREET_NUMBER
22551
Direction
S
STREET_NAME
SEVENTH
STREET_TYPE
ST
City
TRACY
APN
25001001
ENTERED_DATE
10/13/2008 12:00:00 AM
SITE_LOCATION
22551 S SEVENTH ST
RECEIVED_DATE
10/10/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\S\SEVENTH\22551\PA-0800289\SU0007417\APPL.PDF \MIGRATIONS\S\SEVENTH\22551\PA-0800289\SU0007417\CDD OK.PDF \MIGRATIONS\S\SEVENTH\22551\PA-0800289\SU0007417\EH COND.PDF \MIGRATIONS\S\SEVENTH\22551\PA-0800289\SU0007417\EH PERM.PDF
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EHD - Public
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Pump Selection for a Pressurized System <br /> Banta <br /> Parameters <br /> Discharge Assembly Size 2.00 inches 160 <br /> Transport Length 25 feet vlzws <br /> Transport Pipe Class 40 <br /> Transport Line Size 2.00 inches <br /> Distributing Vis be Model None 140 <br /> Max Elevation Lift 5 feet <br /> Manifold Length 30 feet <br /> Manifold Pipe Class 40 <br /> Manifold Pipe Size 2.00 inches <br /> Numberof Laterals per Cell 7 120 <br /> Lateral Length 12.6 feet <br /> Lateral Pipe Class 40 <br /> Lateral Pipe Sire 1.00 inches <br /> Onfoe Size 1/8 inches 0 <br /> Onfice Spacing 3 feet LL. 100 <br /> Residual Head 5 feet S <br /> Flow Meter None inches - <br /> F <br /> 'Addon'Friction Losses 0 feet a <br /> m <br /> Calculations = 80 <br /> u <br /> Minimum Flow Rate per Onfice 0.43 gpm m <br /> Numberof Orifices per Zone 35 a <br /> Total Flow Rate per Zone 15.1 gpm <br /> Numberof Laterals per Zone 7 60 <br /> Flow Differential Ist/Last Onfice 0.1 % F <br /> Transport Velocity 1.5 fps <br /> Frictional Head Losses 40 <br /> Lossthrough Discharge 0.5 feet <br /> Loss in Transport 0.1 feet <br /> Lossthrough Valve 0.0 feet <br /> Loss in Manifold 0.0 feet <br /> Loss in Laterals 0.0 feet 20 <br /> Lossthrough Flowmeter 0.0 feet <br /> Add-on'Friction Losses 0.0 feet <br /> Pipe Volumes <br /> 0 <br /> Vol of Transport Line 44 gals 0 5 10 15 20 25 <br /> Vol of Manifold 5.2 gals Net Discharge (gpm) <br /> Vol of Lateralsper Zone 3.9 gals <br /> Total Volume 13.5 gals <br /> Size Pump For PumpData Legend <br /> Design Flow Rate 15.1 gpm P12005 High Head Effluent Pump System Curve: <br /> Total Dynamic Head 10.6 feet 20 GPM <br /> 1/2HP, 115 10 Pump Curve::-:. <br /> Pump Optimal Range— <br /> Cum Intersection <br /> Design Point® <br /> ca <br /> Oren..S"t S' <br /> Incapoatee <br /> Ovvyanb..b VWrdr <br /> Viluld fnu W'n•rcrv.rcv' <br />
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