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12285562
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Last modified
7/26/2024 12:16:41 PM
Creation date
7/25/2024 5:01:24 PM
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Permits
Permit Address
130 TUMBLE ST N
Permit City
Detroit
Permit Number
555-22-009482-PRMT
Parcel Number
105E01BC04100
Permit Type
Septic
Permit Doc Type
Permit Document
Status
Ready to Film
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I <br /> �Ph con,, <br /> PumpSelection for a Pressurizedr (.:System.Single Family Residence Project <br /> VII.A'I,'?E 'coN'ICTtET..E P,R`OD,t!CT.S. .1.LlC <br /> . a <br /> tP <br /> H Parameters SAT/C gpE`��G' <br /> 120.00' Discharge Assembly She 1.25 Inches 300 <br /> Transport Length 10 feel <br /> 1 Transport Pipe Class 40 _... ...__.._._._ - _ _ _.____._._.. ........ c. Sp.' <br /> —1 r l GAL PER INCH <br /> I DOSING CHAMBER Transport Line size 1.25 inches <br /> chew <br /> DO ' <br /> Duhibuting Valve Moms Nona i <br /> a-1- :4` ' <br /> I Max Elevation Lift 5 (sot 250 <br /> Ten F"Mmsn <br /> Manifold Length 18 feel W1a11031B <br /> I �,, I - Manifold Pipe Class 40 Sr..�1/3ut.zd <br /> I Ili <br /> f• �'to r.t .. I Manifold Pipe She 1.25 inches "�ccc Of 01'd' <br /> f\ Number ol Lalonde per Cell 5 - - \ <br /> 75.00" 0 �i �I �I �) Lateral Length 23s foal <br /> I ‘& dI i ` f%I Lateral Pipe Claes 40 200 N <br /> I '�:%":: %Z:Ze' 1 Lateral Pipe She 125 helm d3 <br /> Orifice Sze ire inches • O <br /> 1 I - Orifice Spacing 2 feel p 'Z. N (] <br /> Residual Head 5 'eel 1- M 3.3 <br /> - Flaw Meter None Inches __ _ _ �y C <br /> I-, J I------J 'Add-ore Friction Losses 0 feet z 150 "I G] a cri <br /> U <br /> i FOF <br /> ODOR SEALS Calculations C - --�- I - ' <br /> 24" y k,,Imo-24" .► _ELECTRICAL SPLICE BOX Minimum Flow Rate per Odes 0.43 gpm S - _ <br /> ��r I r -UNION Number of Orifices per Zone 80 ! F <br /> - Total Flow Bala per Zone 25.8 Bpm 100�� 1 1 1_ 1 4 ! ' ' IIII III <br /> INLET INSPECTION PORT �P�y�) _____1 114 BALL-VALVE , Number of laterals per Zona 5 <br /> -----SEALED FITTING - %Flow OO/erentile 1r4/Leat Orifice 0.3 % I I <br /> lio <br /> I Transport Vebhty 5.8 tee <br /> 5.00" ° /!/////4 17771 I'll 1. } <br /> 1 6112" 2130° Frictional Head Losses Z <br /> ! Loss through Discharge 4.7 feel 50 lllHlllluiiiiUL <br /> Transport <br /> Losa 0.8 feet <br /> .. al tl) <br /> CV <br /> ' "'' y E <br /> 66.00' 57.OD" n • I / Lo,anLaleea o.o teal !�(l��■ u�•� :• a°10 .-0 en o <br /> 54.0D' / 49.00 i . / Lass through Floaneber 0.0 teal , td t. E-' rn <br /> / Ii / 'Aldan Friction Losses 0.0 D 0R'1 en <br /> /39.00' a{•• ; / !eel <br /> 0 5 10 15 20 25 30 35 40 y m en g4„ O <br /> / ,.'. Net Discharge(gpm) rn f1'' ' 0 0 <br /> / • _• _a / Pipe Volumes J N <br /> ll i BIOTl1BE PUMP VAULT Vol&Transport Line 0.8 gala y w .� O W <br /> ///t///if/ /!///!//Y.�//I 'ORE oPVU49-1e19 vmmMamtma 1.2 gals 'o O d FA <br /> EFFLUENT PUMP Vol of Laterals per Zone 9.1 gals PumpData Legend a ( Q O <br /> ' ORENCO P300511 Total Volume 11.1 gala PF3005 High Heed Enfant Pump ' System Curva:- <br /> 1500 GALLON COMBINATION SEPTICIPUMP TANK/HI HEAD PUMP PAK I <br /> 3D GPM,12I1P <br /> Minimum Pump Requirements I t15230V 10 DOHA 200V 30 130Hz Pump Curve: U <br /> EXCAVATION DIMENSIONS (b0193n b13171500PTCMUM, Design Flow Rate 25.9 gpm Z <br /> GALLON WIDTH LENGTH HEIGHT INLET TO TANK T1&D5nemIcHead 15.9 jest Poop p lRang <br /> CAPACITY OF HOLE OF HOLE OF TANK BOTTOM' WEIGHT Operating Point . n <br /> 1500 7' 11' 66" 54" 14,500# 0.Design Point 1-, • <br /> MEASUREMENT FROM THE 12'AB INLET COUPLERM OF S TANK TO BOTTOM OF HOLE.�OUT PORT : W Q E E <br /> TANK INCLUDES. 2-12"RISERS 2J1"DI0.X 2112"THICK LIDS <br /> 4 P 8 <br /> 2"PVC DISCHARGE COUPLER 314"PVC ELECTRICAL COUPLER U ^n <br /> Orenc 2 2dAli 17O <br /> t®tm Z 2 <br /> ,247]q 5.,1155,01.66.,'.• PO.110,X.766 CAMPY 51L1i.l7,9t$,'re L'e'sa3';662670'. 'FA X:'Se i'.24i-`7466 <br /> SkA 1-1-4...-4 Cil .2...I I <br />
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