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2010-00713 - new septic
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2630 Fox Street - 04-117-23-42-0027 - New PID
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2010-00713 - new septic
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Last modified
8/22/2023 5:14:24 PM
Creation date
11/9/2016 11:42:06 AM
Metadata
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Template:
x Address Old
House Number
2630
Street Name
Fox
Street Type
Street
Address
2630 Fox St
Document Type
Permits/Inspections
PIN
0411723420027
Supplemental fields
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OSTP Pump Setection Design UNIVERSITY <br /> Mi�nesota Pollutlon Worksheet OF MINNESOTA � j <br /> Control A enc d i� <br /> 10. Equivalent length of pipe fittings. Equivatent Len�th Factors(ft.)for PVC Pipe <br /> Fitti�y�s <br /> Section f0 is for Co(tection Systems ONtY and dces NOT need to be p�p�pameter(in.) <br /> completed for itfdividuo!sub.wrface sewqge treatrnent rystems. Fitting Type <br /> 1 S4 2 3 <br /> Quantity X Equivalent Length Factor=Equivalent Length Gate valve 1.07 7.38 2.04 <br /> 90 Deg Elbo�w 4.03 5.17 7.67 <br /> Fitting Type Quantity Equivalent Equivalent 45 Deg Etbow 2.15 2.76 4.09 <br /> Length Factor Length(ft) Tee-Flaw Thru 2.68 3.45 5.11 <br /> ee- ranc ow 1 . 0 <br /> Gate VaNe X - Swing Check Vatve 13.40 17.20 25.50 <br /> 90 Deg Elbow X = Angle vatve 20.10 z5.80 38.40 <br /> Gtobe Valve 45.60 58.60 86.90 <br /> 45 Deg EtbOw X - eutterfty Valve - 7J5 11.50 <br /> Tee-Flow Thru X = <br /> Tee-Branch Flow X = NOTE: Equivalent length values for PYC pipe <br /> fittings are based on calculations using the Hazen- <br /> Swing Check Valve x - Witliams Equation. See Advanced Designs for SSTS <br /> Angte Vatve X = for equation. Other pipe material may require <br /> Gtobe Valve X _ different equivalent length factors. Verify other <br /> equivalent length factors with pipe material <br /> Buttertly Valve X = manufacturer. <br /> Yalve 10 X = NOTE:System instatler should contact system <br /> Valve 11 X _ designer if the number of fittings varies from the <br /> desiqn to the actualinstallation. <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 /> � fc ,. � fc = �fc hr - Da.s� *�Q=C)�.as *L <br /> �, Hazen-Will9ams friction toss due to pipe fittings and supply pipe(h,): Q in gpm L in feet D in inches C=130 <br /> (10.5 = Pipe Diameter'�87) X ( Ftow Rate = Constant)''85 X Totat Pipe Length(10.B) <br /> (10.5 : ��ina.s�� X (��9Pm+130)i.es 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 Suppty Pipe and Pipe Fittings for collection systems(Line 10.C) <br /> NOTE:Supply Frictron Loss(line 8)need ONLY be used if NOT a co[lection system. <br /> HOTE:Friction Loss from the Supp(y Pipe and Pipe Fittings(Line 9.C)necd ONLY 6e used if system is a collection system. <br /> 10.0 ft + 5.0 ft + �ft * 5.4 ft = 20.4 ft <br /> 3. PUMP SELECTION <br /> A pump must be setected to detiver at teast 36 GPM(Line 1 or Line 2)with at least 2� 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 /> _;"� � <br /> Joseph J Olson 810 04/09/10 <br /> (Designer) (Signature) (License#) (Date► <br />
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