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12332359
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Last modified
8/22/2024 11:51:01 AM
Creation date
8/21/2024 4:26:51 PM
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Permits
Permit Address
9601 KARG LN SE
Permit City
Aumsville
Permit Number
555-24-000303-PRMT
Parcel Number
091W18B 01100
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 /> Ryan Minch 3/9601 Karg <br /> Parameters <br /> Discharge Assembly Size 1.25 inches 3001 l .I I I I <br /> Transport Length 295 feet FF3075 f I <br /> Transport Pipe Class 40 I I - <br /> Transport Line Size " <br /> 2.00 inches \`r <br /> Distributing Valve Model None I - _� - <br /> Max Elevation Lift 5 feet �_.r— I I �' <br /> Manifold Length 10 feet <br /> Manifold Pipe Class 40 I I �IW I I. I I I I I I r <br /> Manifold Pipe Size 1.25 inches 250 <br /> Number of Laterals per Cell 3 - <br /> Lateral Length 50 feet I - J - • <br /> Lateral Pipe Class 40 J PF3D10,�,_I I I _�! <br /> Lateral Pipe Size 125 inches -1_�. "h \ <br /> Orifice Size 1/8 inches I <br /> Orifice Spacing 2 feet h^^',,,t.-- %—`' e:'yh.,.I - <br /> Residual Head 5 feet I1";„ <br /> Flow Meter None inches Y`.Y:..-200 j h hl f i �.. ` <br /> PF3CC17 <br /> 'Add-on'Friction Losses 0 feet _._ u_ 1 i ('- i ---I--- N..( i _I 111111111 <br /> Calculations C1 _ „Minimum Flow Rate per Orifice • 0.43 gpm i- � ,_,`J _ -I-�Number of Orifices per Zone 78 _ . ,__ _ ,Total Flow Rate perZone 34.0 spinNumber of Laterals per Zone 3 I 150IIJJI_ IIIiII1J <br /> %Flow Differential l otf ast Orifice 3.1 % O " I <br /> t <br /> Transport Velocity r' 3.3 fps <br /> co <br /> Frictional Head Losses Q r aas� - <br /> Loss in Transport <br /> pDohscharge 1 8.1 feet C _..�- 1 1L. , �,,, <br /> -I}- <br /> Loss in Trans rt 5.8 feet ,_ <br /> Loss through Valve s' 0.0 feet ~ 100 t <br /> Loss in Manifold r 0.4 feet <br /> Loss in Laterals 0.4 feet li <br /> k MI <br /> Loss through Flowmeter 0.0 feet 'y ,�, ,! ` I <br /> 'Add-on'Friction Losses 0.0 feet `<, I I . ,y1� , <br /> \ _ 111 1- 111 '` �Pipe Volumes t_— A <br /> • ;Vol of Transport Line \ 51.4 gals tt 50 l /I__ <br /> i l I I Cl 4JJL/I <br /> I I I I I i. f ( f:.,i,Vol of Manifold 9�t 0.8 gals ) { `Val of Laterals per Zone t1, 11.7 gals 4f fi <br /> •Total Volume \ 63.9 gals �,p ` - I _r �� -� __.�h`y <br /> �l t I <br /> Minimum Pump RequirementsI _ , 4\f 1 <br /> Design Flow Rate N,5.34.0 gpm J` 4.-R7- <br /> ' h - - - -Total Dynamic Head 24.Q feet I L I •"' 41-71 I 1 ( I I I I I I <br /> ,✓/ 00 �5 \ 10 15 20 25 30 35 40 <br /> "-----.-.• Net Discharge(gpm) <br /> umpData �, Legend <br /> P,F3005 High Head Effluent Pump System Curve: <br /> 30 GPM,12HP <br /> ' 115/230V 10 60Hz,200V 30 60Hz \ Pump Curve: <br /> i. <br /> Pr3007 High Head Effluent Pump ; Pump OpfunaLBange: <br /> 30;GPM,3/4HP <br /> 230W/10 60Hz,200/460V 30 61Hz Operating Point <br /> PF301QHigh Head Effluent Pump I j DesiPPoint: <br /> , <br /> 30 GPM,IMP <br /> 230V 10 60Hz,.2Q0/460V 30 60Hz f <br /> ' PF3015 High Head Effluent Pump <br /> 30 GPM,1-12HP <br /> -_ 230V 10 60Hz,260/2301460V 30 60Hz <br /> - <br /> r d .r <br />
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