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2010-00482 - new septic
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2010-00482 - new septic
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Last modified
8/22/2023 4:28:29 PM
Creation date
4/30/2018 1:10:05 PM
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x Address Old
House Number
615
Street Name
Orchard Park
Street Type
Road
Address
615 Orchard Park Road
Document Type
Septic
PIN
3111823110006
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OSTP Pump Selection Design UNIVERSITY <br /> Minnesota Pollution Worksheet OF MINNESOTA <br /> Control Agency � :� <br /> 10. Equivalent length of pipe fittings. Equivalent Length Factors(ft.)for PVC Pipe <br /> Fittings <br /> Section 10 isor Collection Systems ystems ONLY and does NOT need to be Pipe Diameter(in) <br /> completed for individual subsurface sewage treatment systems. Fitting Type <br /> 1Ys 2 3 <br /> Quantity X Equivalent Length Factor=Equivalent Length Gate Valve 1.07 1.38 2.04 <br /> 90 Deg Elbow , 4.03 5.17 7.67 <br /> Fitting Type Quantity Equivalent Equivalent 45 Deg Elbow 2.15 2.76 4.09 <br /> Length Factor Length(ft) Tee-Flow Thru 2.68> 3.45 5.11 <br /> Tee-Branch Flow 8.05 10.30 15.30 <br /> Gate Valve X <br /> Swing Check Valve 13A0 17.20 25.50 <br /> 90 Deg Elbow X Angle Valve 20.10 25.80 38.40 <br /> Globe Valve 45.60 58.60 86.90 <br /> 45 Deg Elbow X s Butterfly Valve - 7.75 11.50 <br /> Tee-Flow Thru X = <br /> Tee-Branch Flow X _ NOTE:Equivalent length values for PVC pipe <br /> fittings are based on calculations using the Hazen- <br /> Swing Check Valve X a Williams Equation. See Advanced Designs for SSTS <br /> Angle Valve X = for equation. Other pipe material may require <br /> Globe Valve X _ different equivalent length factors. Verify other <br /> Butterfly Valve X _ equivalent length factors with pipe material <br /> manufacturer. <br /> Valve 10 X _ NOTE:System installer should contact system <br /> Valve 11 X a designer if the number of fittings varies from the <br /> design to the actual installation. <br /> A. Sum of Equivalent Length due to pipe fittings: ft <br /> Hazen-Williams Equation for h <br /> B. Total Pipe Length =Supply Pipe Length(5.8)+Equivalent Pipe Length(9.A.) 10.5 <br /> ft + ft = ft <br /> h * _ t.ss *L <br /> l D4.87 <br /> C. Hazen-Williams friction loss due to pipe fittings and supply pipe(h1): Qin gpm L in feet D 1n incus C=130 <br /> (10.5 + Pipe Diameter"') X (Flow Rate + Constant)'-°s X Total Pipe Length(10.B) <br /> (10.5 + m4-87) X ( gpm+130)1.e5 X ft = ft <br /> 11. Total Head requirement is the sum of the Elevation Difference (Line 3),the Distribution Head Loss(Line 4),Additional Head Loss(Line 5), <br /> and either Supply Friction Loss(Line 9),or Friction Loss from the Supply Pipe and Pipe Fittings for collection systems(Line 10.C) <br /> NOTE:Supply Friction Loss(Line 8)need ONLY be used if NOT a collection system. <br /> NOTE:Friction Loss from the Supply Pipe and Pipe Fittings(Line 9.C)need ONLY be used if system is a collection system. <br /> 12.0 ft + 5.0 ft + ft + 1.9 ft = 18.9 ft <br /> 3. PUMP SELECTION <br /> A pump must be selected to deliver at least 29 GPM(Line 1 or Line 2)with at least 19 feet of total head. <br /> Comments: PLImP type <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. <br /> Joseph J Olson 810 11/23/09 <br /> (Designer) (Signature) (License#) (Date) <br />
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