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2010-00686 - new septic
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2010-00686 - new septic
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Last modified
8/22/2023 4:31:59 PM
Creation date
11/25/2019 12:00:36 PM
Metadata
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x Address Old
House Number
4025
Street Name
Watertown
Street Type
Road
Address
4025 Watertown Road
Document Type
Septic
PIN
3111823410012
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y Pump Selection Design ONSITE <br /> SEWAGE <br /> Minnesota Pollution Worksheet PROGRAM TREATMENT <br /> Control Agency <br /> Equivalent Length Factors(ft.)for PVC Pipe <br /> 9. Equivalent length of pipe fittings. Fittings <br /> Section 9 is for Collection Systems ONLY and does NOT need to be Fitting Type Pipe Diameter(in.) <br /> completed for individual subsurface sewage treatment systems. 114 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 /> 45 Deg Elbow 2.15 2.76 4.09 <br /> Fitting Type Quantity Equivalent Equivalent Tee-Flow Thru 2.68 3.45 5.11 <br /> Length Factor Length(ft) Tee-Branch F16W 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 /> _ Globe Valve 45.60 58.60 86.90 <br /> 90 Deg Elbow X 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 /> _ fittings on based 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 /> different equivalent length factors. Verify other <br /> Globe Valve X = equivalent length factors with pipe material <br /> X _ manufacturer. <br /> Butterfly Valve <br /> X = NOTE:System installer should contact system <br /> Valve 10 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 /> C� + _ feet h_ 0.128*L*Q1.112 <br /> C. Friction loss due to pipe fittings and supply pipe(h): 100*D4.8655 <br /> ( 0.128 X Total Pipe Length (9.B) X Flow Rate""' ) _ ( 100 X Pipe Diameter4.8655 ) <br /> ( 0.128 X I I 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 /> 5.0 ft + 5.0 ft + D2.6:]ft + = 22.6 ft <br /> 3. PUMP SELECTION <br /> A pump must be selected to deliver at least 31 GPM(Line 1 or Line 2)with at least 23 feet of total head. <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. <br /> C2 I U 6 c J/ q� p AA /�z� 7/Z,7/ <br /> (Designer) (Signature) (License#) (Date) <br />
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