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12267777
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Last modified
7/18/2024 9:45:29 AM
Creation date
7/16/2024 4:51:07 PM
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Permits
Permit Address
123 SORBIN AVE E
Permit City
Gates
Permit Number
555-20-009195-PRMT
Parcel Number
093E26CC01800
Permit Type
Septic
Permit Doc Type
Permit Document
Status
Ready to Film
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• .E ICIs _vI �, <br /> Pump Selection for a Pressurized System -Single Family Residence Project _a) <br /> dale wiese .- I FEB 01 2021 • <br /> 7--0 (35 LV MARION COUNTY <br /> --Parameter; BUILDING INSPECTION <br /> Discharge Assembly Size 1.25 inches 300 _)PM*ITransport Length 60 feetL <br /> Transport Pipe Class 40 ' <br /> Transport Line Size 1.25 inches <br /> Distributing Value Model None \ <br /> Max Elevation Lift 6 feet \ <br /> Manifold Length 20 feet 250 <br /> Manifold Pipe Class 40 N <br /> Manifold Pipe Size 1.25 inches )PF3o1of <br /> Number of Laterals per Cell ' 5 ---- <br /> • <br /> Lateral Length 23 feet <br /> Lateral Pipe Class 40 ` <br /> ` <br /> . Lateral Pipe Size 1.25 inches 200 , <br /> Orifice Size 1/8 inches d I PF3007 I ,,`• <br /> Orifice Sparing 2 feet u. — \ <br /> -- t j <br /> Residual Head 5 feet 2Q <br /> Flow Meter None inches ;_. <br /> Add-oh'Friction Losses 0 feet -ci <br /> co � <br /> Calculations = 150 ` <br /> U <br /> Minimum Flow Rate per Orifice 0.43 gpm A <br /> Number of Orifices per Zone 60 c <br /> Total Flow Rate per Zone 25.9 gpm G J PF3005 <br /> Number of Laterals per Zone 5 :: <br /> %Flow Differential 1st/Last Orifice 0.3 % I—• 100 r— <br /> Transport Velocity 5.6 fps `---.- <br /> Frictional Head Losses <br /> Loss throughDischarge 4.7feet <br /> Loss in Transport 5.1 feet <br /> Loss through Valve 0.0 feet 50 <br /> Loss in Manifold 0.5 feet <br /> Loss in Laterals 0.0 feet i '-1.7 I — i—- —i i= ; -; --i— • •=1 i • ——• ,-s �.°f <br /> Loss through Flowmeter 0.0 feet I N <br /> 'Add-on'Friction Losses 0.0 feet <br /> Ili <br /> Pipe Volumes 0 1 1 1 <br /> Vol of Transport Line 4.7 gals 0 5 10 • 15 20 25 30 35 40 <br /> Vol of Manifold 1.6 gals Net Discharge(gpm) <br /> Vol of Laterals per Zone 8.9 gals <br /> Total Volume 15.2 gals <br /> Minimum Pump Requirements PumpData Legend <br /> Design Flow Rate 25.9 gpm PF3005 High Head Effluent Pump System Curve:.... • <br /> Total Dynamic Head 21.3 feet 30 GPM,1/2HP <br /> 115/233V 10 60Hz,2o0V 3060Hz Pump Cure:— <br /> PF3007 High Head Effluent Pump Pump Optimal Range:- <br /> 30 GPM,3/4HP <br /> 230V 10 60Hz,200/460V 3060Hz Operating Point <br /> PF3010 High Head Effluent Pump Design Point® <br /> 30 GPM,1HP <br /> 230V 10 60Hz,200/460V 30 60Hz <br /> • <br /> PF3015 High Head Effluent Pump <br /> 30 GPM,1-1/2HP <br /> Clii230V 10 60Hz,200/230/460V 30 60Hz <br /> ®rend®Systems <br /> ;rsde>roar <br /> Wald Doe,rr <br />
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