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2009-00423 - new septic
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2009-00423 - new septic
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Last modified
8/22/2023 5:09:35 PM
Creation date
7/24/2019 2:14:46 PM
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x Address Old
House Number
3045
Street Name
Watertown
Street Type
Road
Address
3045 Watertown Rd
Document Type
Septic
PIN
0411723220028
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Pump Selection Design 's <br /> Minnesota Pollution Worksheet <br /> ME <br /> Control oo��.,� r1 <br /> 9. Equivalent length of pipe fittings. Equivalent Length Factors(R.)for PVC Pipe <br /> Fittings <br /> Section 9 is for Collection Systems ONLY and does NOT, to be Pipe Diameter(in.) <br /> comrpleted for individual subsurface sewage treatment systema. FittingT 1% 2 3 <br /> Quantty 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 Flow <br /> Swing Check Valve 13.-00 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 1 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 /> Swing Check Valve X - fittings on based calculations using the Hazen- <br /> 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 /> 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 /> B. Total Pipe Length -Supply Pipe Length(5.B)+Equivalent Pipe Length(9.A.) <br /> 0 + Q - Ofeet h= 0.128*L*Q-"2 <br /> C. Friction toss due to pipe fittings and supply pipe(h): 100*D4.11611 <br /> ( 0.128 X Total Pipe Length(9.6) X Flow Rate'- ) + { 100 X Pipe Diameterxem ) <br /> ( 0.128 X II X1.852 ) ,. ( 100 X 11 .8655 )- ft <br /> 10. Total Head requirement is the skin 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 /> '14.0 ft + 5.0 ift + 4 ft E= _ 23.1 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 23 feet of total head. <br /> 1 hereby certify that 1 have co npleled this work in accordance with all applicable ordinances,noes and laws. <br /> 06/25/09 <br /> Joseph J Olson 810 <br /> (Designer) (Signature) (License#) (Date) <br />
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