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2011-00812 - pool house
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1100 Millston Road - 10-117-23-14-0020 - New PID
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2011-00812 - pool house
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Last modified
8/22/2023 3:19:47 PM
Creation date
7/13/2017 12:51:38 PM
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x Address Old
House Number
1100
Street Name
Millston
Street Type
Road
Address
1100 Millston Road
Document Type
Permits/Inspections
PIN
1011723140020
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, � I��� r r-�'C. r <br /> � � � OSTP Pump Selection Design UNIVERSITY <br /> Minnes�aPoilution Worksheet OF�INNESOTA <br /> Control A <br /> _: .. ... .... <br /> - _ _ <br /> 10. Equivatent tength of pipe fittings. "�"� µ� <br /> Section 10 is for Lcllection Systems ONLY and dnes NOT need to be ' <br /> completed for individuo!subsurface sewage treatment systems. �,` <br /> Quantity X Equivalent Length Factor=Equivalent Length ����'re �•� �•� �� <br /> ',���g, <br /> FittingType QuanNry Equivalent Equivalent rv AS Deg Elbow 2:1� 2.7.b .+d.Q9 <br /> Length Factor Length (ft) <br /> ee- ra cw <br /> Gate Valve X � <br /> 90 Deg Elbow X m Ar�gte Valve 20..10 25:80 38:A0 ' <br /> ,r,w <br /> 45 Deg Elbow X ` 8utterfly Va(ere - 7_75 11.SQ <br /> Tee•Flow Thru X ` <br /> Tee•Branch Flow X = NOTE: Equivalent length values for PVC pipe <br /> fittings are based on calculations using the Hazen- <br /> Swing Check Vatve X ` Wittiams Equation. See Advanced Designs for SSTS <br /> Angte Valve X � for equation. Other pipe materiat may require <br /> X different equivalent length factors. Verify other <br /> Globe Vatve = equivalent length faccon 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 ` desiRn to the actuat instatlation. <br /> (��ft _ __.. _ _ _ <br /> -A. Sum of Equivalent Length due to pipe fitiings: <br /> I_J <br /> Hazen-Williams Equation for h <br /> B, Tota!Pipe Length =Supply Pipe Length(5.6)+Equivalent Pipe Length (9.A.) 1�.5 /-� <br /> � ft + L�� ft =�ft hf D4.87 � �L —C�1.85 *L <br /> �, Hazen•Williams friction loss due to pipe fittings and supply pipe(hf): Q in gpm L in feet D in inches C=130 <br /> (10.5 = Pipe Diamete�'67) X ( Flow Rate = Constant)''°� K Total Pipe Length (10.6.) <br /> (10.5 ' ����a.e�� X ���9Pm+130)�.as x r_---�ft ��ft <br /> 11. Tatal 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 Supply Pipe and Pipe Fittings for coUection systems (Line 10.C) <br /> NOTE:Supp[y Friction Loss(Line 8)need ONLY be used if NOT a collection rystem. <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 /> 11.5 ft + 5.0 ft + �ft + 1.6 ft = 18.1 ft <br /> 3. PUMP SELECTION <br /> A pump must be setected to deliver at least 3 3 GPM(Line 1 or Line 2)with at least �� feet of total head. <br /> Comments: Pump type <br /> ,' <br /> �. <br /> 'i <br /> il <br /> i <br /> � <br /> , <br /> ; <br /> _ ,. <br /> i; <br />
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