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2011-01004 - new septic
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2620 Fox Street - 04-117-23-42-0028 - New PID
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2011-01004 - new septic
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Last modified
8/22/2023 5:14:28 PM
Creation date
11/3/2016 1:11:28 PM
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x Address Old
House Number
2620
Street Name
Fox
Street Type
Street
Address
2620 Fox St
Document Type
Permits/Inspections
PIN
0411723420028
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� � OSTP Pump Setection Design <br /> UNIVERSITY - <br /> Minnesota Poilution Worksheet OF MINNESOTA "' <br /> Control A enc ���1� <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 <br /> completed for individua!subsurfnce sewage treatment systems. Fitting Type �Pe Diameter(in.) <br /> 1 Yz 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 5.71 <br /> Tee-Branc F ow 8.05 10.30 15. 0 <br /> Gate Valve X - Swing Check Vatve 13_40 17.20 25.5Q <br /> 90 Deg Elbow X = Angle valve 20.10 25.80 38.40 <br /> Gtobe Valve 45.60 58.60 86_90 <br /> 45 Deg Elbow X - Butterfly Valve - 7.75 11.50 <br /> Tee-Ftow Thru X = <br /> Tee-Branch Flow X = NOTE: Equivatent 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 /> Globe Valve X = different equivalent length factors. Verify other <br /> equivatent 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 - desiQn 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 (5.6)+Equivalent Pipe Length (9.A.) 1�.5 ( <br /> � ft + � ft - �ft h.r D4.87 *lQ=C�t_85 ,k L <br /> C. Hazen-Wiltiams friction loss due to pipe fittings and suppty pipe(hf): Q in gpm L in feet D in inches C= 130 <br /> (10.5 .- Pipe Diameter4�87) X ( flow Rate : Constant)1�85 X Total Pipe Length (10.6) <br /> (10.5 : �ina.a� � X (�gPm=130)�.as X �ft =�ft <br /> �1• Toto(Head requirement is the sum of the E(evation 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:Supp(y Friction Loss(Line 8)need ONLY be used if NOT o collection system. <br /> NOTE:Friction Loss from the Supply Pipe and Pipe Fittings(Line 9.C)need ONLY be used if system is a co(lection system. <br /> 12.0 ft + 5.0 ft + �ft + 4.7 ft = 21.7 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 22 feet of total head. <br /> Comments: Pump type <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. <br /> Joseph J Olson .i''"%`^�'��V N 810 10/06/10 <br /> (Designer) (Signature) (License#) (Date) <br />
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