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12380185
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Last modified
10/1/2024 8:33:28 AM
Creation date
9/19/2024 4:50:05 PM
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Template:
Permits
Permit Address
18726 BUTTEVILLE RD NE
Permit City
Aurora
Permit Number
555-24-005279-PRMT
Parcel Number
041W30C 00900
Permit Type
Septic
Permit Doc Type
Permit Document
Status
Ready to Film
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, , , 02q--6--65. 15 <br /> Pump Selection for a Non-Pressurized System-Single Family Residence Project f*ECE1VE® <br /> JUL 12 2024 <br /> Parameters <br /> Discharge Assembly Size 1.25 Inches 300 7iiiiCi111111111111111111111111111111111 <br /> Transport Length 250 feet. 1111111111111111111111111111111111111111 <br /> Transport Pipe Class 40 11111111111111111111111111111111111111111 <br /> Transport Line Size 1.25 inches 111111111111111`►111111111111111111111111 <br /> Max <br /> Distributing ValveModel None 250 II II I I11111111111►1111111111111111111111 <br /> x ElevatioonnLift 5 feet <br /> Design Flow Rate 10 gpm 1111111111111111111111111111111111111111 <br /> Flow Meter None inches t11111111111111111111111111111111111111 <br /> 'Add-on'Friction Losses 0 feet 111111111111111111111111111111111111111111 <br /> 1111111111111111111111111111111111111111 <br /> Calculations 1� <br /> 1111111111111�►1IIII111111111111111111 <br /> Transport Velocity 2.2 fps I 200 MI111111111111111111111111111111111111 <br /> 1111111111111111111111111111111111111111 <br /> Frictional Head Losses x 111111111111111111111♦111111111111111111 <br /> Loss through Discharge 0.7 feet - 1111111111111111111111111111011111111111 <br /> Loss in Transport 3.6 feet a 1111111111111111111111111111121111111111 <br /> Loss through Valve 0.0 feet X 150Loss11111111111111111111`►1111131111►111111111 <br /> 'Add ot 'Frictionugh o Losses 0.0 feet c 1111111111111111111111111111111111111111 <br /> 'Add-an' Losses 0.0 feet co <br /> E 111111111111111111111\I11111111 <br /> Pipe Volumes 3 uuum u1h111111111111111111♦1111111♦11111 <br /> Vol of Transport Line 19.4 gals i— 1001111111111611111111111111111111111111111 <br /> 111111111111111111■1111111111►11►1111111 <br /> Minimum Pump Requirements 1111111111111111111111•11111111111!111111 <br /> Design Flow Rate 10.0 gpm 1111111111111111111111111111111111111111 . <br /> Total Dynamic Head 9.3 feet 111111111111111111111111111i111111111111_ <br /> rrr r rr rr r rr rrr r r :r EE���,QI <br /> 50 Ili■illiiilliilliii1i11Ii111�Iiiulea115\11 <br /> II1111111111111111111111111:21111111111 <br /> 111111111111111111I1I!:ii11I11111111I11► <br /> 111111111!!1I!!::i111111111111111111I1b1 <br /> :::::::iilili d11111111111111111111111111111 <br /> 00 5 10 15 20 25 30 35 40 <br /> Net Discharge(gpm) <br /> PumpData Legend <br /> PF3005 High Head"Effluent Pump System Curve:- <br /> 30 GPM,1/2HP <br /> 115/230V 10 80Hz,200V 30 60Hz Pump Curve: , <br /> PF3007 High Head Effluent Pump Pump Optimal Range: <br /> 30 GPM,3/4HP <br /> 230V 10 60Hz,200/480V 30 60Hz Operating Point: <br /> 0 <br /> PF3010 High Head Effluent Pump Design Point: <br /> 30 GPM,1 HP <br /> 230V 10 80Hz,200/460V 30 60Hz <br /> 0 For ccle/Ye-s % /8726 <br /> PF3015 High Head Effluent Pump !i 8/1/le v,1//'e R_/PV A l - <br /> 30 GPM,1-1/2HP <br /> /� C <br /> 01em) 230V 10 60Hz,200/230/460V 30 60Hz 4urarct V R 9700 Z <br /> S YSTEMS <br />
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