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2011-01243 - new septic
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2011-01243 - new septic
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Last modified
8/22/2023 3:17:56 PM
Creation date
4/2/2018 11:57:52 AM
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x Address Old
Address
0840 Old Crystal Bay Rd S
Document Type
Septic
PIN
0911723120002
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OSTP Pump Selection Design <br /> UNIVERSITY <br /> Minnesota Pollution Worksheet OF MINNESOTA Atismisp, <br /> Control Agency <br /> 10. Equivalent length of pipe fittings. Equivalent Length Factors(ft.)for PVC Pipe <br /> Fittings <br /> Section 10 is for Collection Systems ONLY and does NOT need to be Pipe Diameter(in.) <br /> completed for individual subsurface sewage treatment systems. Fitting Type 114 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 - Swing Check Valve 13.40 17.20 25.50 <br /> 90 Deg Elbow X = f Angle Valve 20.10 25.80 38.40 <br /> Globe Valve 45.60 58.60 86.90 <br /> 45 Deg Elbow X = I 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 Williams Equation. See Advanced Designs for SSTS <br /> Angle Valve X = for equation. Other pipe material may require <br /> X different equivalent length factors. Verify other <br /> Globe Valve equivalent length factors with pipe material <br /> Butterfly Valve X - manufacturer. <br /> Valve 10 X NOTE:System installer should contact system <br /> designer if the number of fittings varies from the <br /> Valve 11 X = 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 /> 11 -- * (0--c ")t. * I <br /> ft + ft - ft .1 D-1 S7 <br /> C. Hazen-Williams friction loss due to pipe fittings and supply pipe(ht): Q in gpm L in feet D in inches C= 130 <br /> (10.5 .• Pipe Diameter"7) X ( Flow Rate = Constant)" X Total Pipe Length(10.6) <br /> (10.5 : 1n4.81) X ( gpm 4-130),.85 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 /> 11.0 ft5.0 ft + ft 1.9 ft - 17.9 ft <br /> 3. PUMP SELECTION <br /> A pump must be selected to deliver at least 36 GPM(Line 1 or Line 2)with at least 18 feet of total head. <br /> Comments: Pump type <br />
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