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11190172
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Last modified
8/18/2022 1:43:53 PM
Creation date
8/11/2022 4:44:20 PM
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Template:
Permits
Permit Address
997 IVA LN NE
Permit City
Salem
Permit Number
555-20-008243-PRMT
Parcel Number
072W20D 02301
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 /> Parameters <br /> Discharge Assembly Size . 1.25 inches. i I 300";`, <br /> -rensoort Length 70 feet • • - ; •.) , <br /> i i ' Transport Pipe Class 40 <br /> 1` r Transport Line Size 1.25 inches <br /> Distributing Valve Modd None - i.. <br /> Max Ele�alion Lift 5 feet _ •{ ; , _ f ' <br /> Manifold Length 20 feet 250 <br /> Manifold Pipe Class 40 ( '- �_j <br /> i Manifold Pipe Size 1.25 inches J . <br /> _ _ <br /> ,.. Number of Laterals per Cell 5 i �i ^ <br /> Lateral Length 32 feel . • <br /> Lateral Pipe Class 40 • <br /> Lateral Pipe Size 1,25 inches ,. 200 -:- • . <br /> • <br /> Oifice Size 1/8 inches m I • _ ._I_�_LI._. <br /> Orifice Sparing 2 feet y <br /> Residual Head 5 • feet I~ _._._ <br /> Flow Meter None inches ..., t <br /> _t <br /> i Addon'Friction Losses. 0 feet ! i . ' <br /> s 150 i-- , , <br /> Calculations o I i ) I <br /> Minimum flow Rate per Orifice 0.43 . gpm re. 1 • • ! 1. <br /> I'i^ <br /> Number of Orifices per-Zone .85 j, =�• I_I <br /> Total Flow Rate per Zone 36.9 gpm t] 1 , <br /> - Number of Laterals per 5o i� ; I — <br /> %Flow Differential.1 stILast Orifice '0;9 % I- 100 1.I I..- 't , i i • <br /> Transport Velocity 7.9 fps j I _ ' <br /> ' ' Frictional Head Losses i • , i :' ; i <br /> Loss through Discharge 9.5 feet I ( ' I, I _ <br /> I i j- <br /> Loss in Transport 11;4 feet '�_ `j , \ �i,I � -�-- _ <br /> - Loss through Valve . 0,0 ". feet •50 ,.•i ' j. ; . •i I.i <br /> Loss in Manifold 0.9• feet • <br /> i j I i ` r ' i <br /> Loss in Laterals 0.1 feet _�_;_i^__� .-17 1-1-7 <br /> y_____ __ . _ -_- a <br /> Loss through Flowrneter .0.0 feet j ' j. p. .i; - <br /> Add-on'Friction Losses; 0_0 feet , ' i �, .. I- <br /> f__ 1 j _ - - _._ - . _ :i: • <br /> Pipe Volumes O i h �_�_;_ •• • <br /> Vol of Transport Line 5;4. 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; 12.4 gals . • ' <br /> Total Volume 19:4 gals . <br /> Minimum Pump:Requirements. . ' PumpData •.. . _ ; Legend _ _ . • <br /> Design Flow Rate 36.9 gpm •• PF3005 tligh•Head Effluent Pump : System Cur e;= <br /> Total Dynamic Head 31.9 feet ..30 GPM.1/21IP - . <br /> 11.5/233V 10 a0Hz20W 3060Hz Pump Cure <br /> • <br /> Pihmp Optimal Range <br /> . Operating Point. , <br /> . • <br /> ' Design Point • <br /> STATE CERTIFIED I <br /> Environmental Health 5"ecfellst - <br /> � ;'!�, E 1 20 540 <br /> °!°"`°'5 mt°" ' Robert oodwin <br /> . . <br />
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