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2009-00618 - new septic
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0790 Old Crystal Bay Road South - 04-117-23-43-0007
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2009-00618 - new septic
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Last modified
8/22/2023 3:12:29 PM
Creation date
3/27/2018 12:29:16 PM
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x Address Old
Address
0790 Old Crystal Bay Rd S
Document Type
Septic
PIN
0411723430007
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th..wun a)tnouou <br /> Pump Selection Design d" <br /> Minnesota Pollution Worksheet ,. .,� <br /> Control Agency <br /> 9. Equivalent length of pipe fittings. Equivalent Length Factors(ft.)for PVC Pipe <br /> Fittings <br /> Section 9 is for Collection Systems ONLY and does NOT need to be Pipe Diameter(in.) <br /> completed for individual subsurface sewage treatment systems. Fitting Type 11/2 2 3 <br /> Quanity 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 /> Equivalent Equivalent 45 Deg Elbow 2.15 2.76 4.09 <br /> Fitting Type Quantity Tee-Flow Thru 2.68 3.45 5.11 <br /> Length Factor Length(ft) Tee-Branch Flow 8.05 10.30 15.30 <br /> Swing Check Valve` 13.40 17.20 25.50 <br /> Gate Valve X = Angle Valve 20.10 25.80 38.40 <br /> 90 Deg Elbow X _ Globe Valve 45.60 58.60 86.90 <br /> Butterfly Valve - 7.75 11.50 <br /> 45 Deg Elbow X = <br /> Tee-Flow Thru X = <br /> Tee-Branch Flow X = NOTE:Equivalent length values for PVC pipe <br /> Check Valve X _ fittings on based calculations using the Hazen- <br /> SwingWilliams Equation. See Advanced Designs for SSTS <br /> Angle Valve X for equation. Other pipe material may require <br /> different equivalent length factors. Verify other <br /> Globe Valve X _ equivalent length factors with pipe material <br /> manufacturer. <br /> Butterfly Valve X _ <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 /> B. Total Pipe Length =Supply Pipe Length(5.6)+Equivalent Pipe Length(9.A.) <br /> + = feet <br /> h_ 0.128*L*Q1.852 C. Friction loss due to pipe fittings and supply pipe(h): 100*D4.8655 <br /> ( 0.128 X Total Pipe Length(9.6) X Flow Rate1'8-92 ) + ( 100 X Pipe Diameteri'l ) <br /> ( 0.128 X X 1.852 ) + ( 100 X 4.8655 )_ ft <br /> 10. Total Head requirement is the sum of the Elevation Difference (Line 3),the Distribution Head Loss(Line 4),Supply Friction <br /> Loss(Line 8),and Friction Loss from the Supply Pipe and Pipe Fittings-if collection system(Line 9.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 /> 10.0 ft + 5.0 ft + 0.0 ft + = 15.0 ft <br /> 3. PUMP SELECTION <br /> A pump must be selected to deliver at least 38 GPM(Line 1 or Line 2)with at least 15 feet of total head. <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. <br /> 06/07/09 <br /> !ph J Olson ___ 810 <br /> (Designer) (Signature) (License#) (Date) <br />
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