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8620333
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Last modified
5/22/2019 9:48:37 AM
Creation date
5/10/2019 3:08:35 PM
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Permits
Permit Address
8197 DARLEY RD SE
Permit City
AUMSVILLE
Permit Number
555-17-004985-PRMT
Parcel Number
092W14D 00600
Permit Type
Septic
Permit Doc Type
Permit Document
Status
Ready to Film
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Pump Selection for a Pressurized System -Single Family Residence Project <br /> spa.ctikl (X '' -MI5 Scf5, ei4 also <br /> Parameters 11 <br /> 300 <br /> Discharge Assembly Size 1.25 inches <br /> Transport Length 40 feet <br /> Transport Pipe Class 40 <br /> Transport Line Size 1.25 inches <br /> Distributing Valve Model None <br /> Max Elevation Lift 5 feet <br /> Manifold Length 10 feet 250 <br /> - -101111111 I 1111111 101 <br /> Manifold Pipe Class 40 <br /> Manifold Pipe Size 1.25 inches <br /> Number of Laterals per Cell 2 1111111 1,1'1„1'11' 1,1„11,1"111' <br /> Lateral Length 75 feet 1111111 1111111111111h1Q111111111111111 <br /> Lateral Pipe Classi40 11111111iiiiiiiiimuipliluiiii <br /> Lateral Pipe Size 1/25 inches .� 200Or five Size 1/8 nches a) PF3007Orifice Spaang 2 feet u 1111111 111111111111111111111111111 <br /> Residual Head 5 feet = <br /> Flow Meter None inches o 1//11111 1111111111111111113111111111111 <br /> 'Addon'Friction Losses 0 feet -p 1111 111111111 11iiiii111 . <br /> 1111,11111,1 11111111 <br /> 150 <br /> z <br /> Calculations u <br /> 11111 <br /> Minimum Flow Rale per Orifice 0.43 gpm @ <br /> Number of Orifices per Zone 76 C ',, ', <br /> Total Flow Rate per Zone 33.7 gpm e11 1 1111111111111111,111,! '111111 <br /> Number of Laterals per Zone 2 <br /> %r Flow rDifferential Vel 1st/Lasl Orifice 9.1 fps <br /> ~ 100 IIHHNI1III1III!NIIIIIjIii!iUIHuIII <br /> Tran ort Velocity 7.3 fps <br /> Frictional Head Losses IHIHIIIIIIIHIIIII11hi1 <br /> " '''1�,Loss through Discharge 7.9 feetiiiiiiiiiiiiiiiuiiiiiiioiiiiippuu <br /> ` ',',,1 <br /> Loss to Transport 5.5 feet Loss through Valve 0.0 leet 50Loss in Manifold 0.4 feetLoss in Laterals 1.0 feet _____ _ __Loss through Flowmeter 00 feet ��' , �1�',�� <br /> 11111 <br /> 'Addon'Friction Losses 0.0 feet III 1"1' 11111111111 <br /> f 111'!1 V <br /> Pipe Volumes <br /> Vol of Transport Line 3.1 gals 00 5 10 15 20 25 30 35 40 <br /> Vol of Manifold 0.8 gals Net Discharge(gpm) <br /> Vol of Laterals per Zone 11.7 gals <br /> Total Volume 15.5 gals <br /> Minimum Pump Requirements PumpData Legend <br /> Design Flow Rale 33.7 gpm PF3005 High Head Effluent Pump System Curve: <br /> Total Dynamic Head 24.9 feel 30 GPM, 1/2HP <br /> 115/233V 10 Wiz,20W 3060Hz Pump Curve:: <br /> PF3007 High Head Effluent Pump Pump Optimal Range. <br /> 30 GPM,3/411P <br /> 230V 1060Hz,200/460V 3060Hz Operating Point() <br /> PF3010 High Head Effluent Pump Design Point() <br /> 30 GPM, 1HP <br /> 230V 1060Hz,200/460V 3060Hz <br /> PF3015 High Head Elfluent Pump <br /> 30 GPM,1-1/2HP <br /> CIO230V 1060Hz,200/230/460V 3060Hz <br /> Orenco Systems' <br /> Incorporated <br /> Ci ra'g rlu W3y the <br /> World fan Wasreuv.' <br />
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