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2015-00906 - septic
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Last modified
8/22/2023 4:27:20 PM
Creation date
6/27/2019 3:11:36 PM
Metadata
Fields
Template:
x Address Old
House Number
1180
Street Name
Town Line
Street Type
Road
Address
1180 Town Line Road
Document Type
Septic
PIN
3011823320001
Supplemental fields
ProcessedPID
Updated
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OSTP Basic Pump Selection Design <br /> Minnesota Pollution Worksheet UNIVERSITY <br /> Control Agency OF MINNESOTA <br /> 1. PUMP CAPACITY Project ID: <br /> Pumping to Gravity or Pressure Distribution: Q Gravity Q pressure Selection required <br /> 1. If pumping to gravity enter the gallon per minute of the pump: GPM (10-45 gpm) <br /> 2. If pumping to a pressurized distribution system: 38.0 GPM <br /> 3. Enter pump description: <br /> 2. HEAD REQUIREMENTS <br /> �r <br /> A. Elevation Difference 17 ft �„ga <br /> between pump and point of discharge: <br /> � W Ekvatq*%, <br /> B. Distribution Head Loss: �ft <br /> aiMnmcr <br /> C. Additional Head Loss: �ft Idue to special equipment,etc.) - --- -- ------------- <br /> Lir <br /> Table I.Friction Loss in Plastic Pipe per 1DisrA00ft <br /> ..___�._._.__._.T------- _. .. <br /> bulrion tread Voss Flow Rate Pi Diameter(inches) <br /> Gravity Distribution = Oft -- ----- - <br /> IGPM) 1 1.25 1.5 2 <br /> Pressure Distribution based on Minimum Average Head 10 I 9.1 3.1 1.3 0.3 <br /> Value on Pressure Distribution Worksheet: 12 12.8 4.3 1.8 0.4 <br /> rAnli num Avera a Head Distribution Head Loss 14 17.0 5.7 2.4 0.6 <br /> 1 ft 5ft 16 1 21.8 7.3 I 3.0 0.7 <br /> 2ft 6ft 18 9.1 j 3.8 0.9 <br /> Sft 10ft 20 11.1 4.6 1.1 <br /> 25 16.8 6.9 1.7 <br /> D. 1.Supply Pipe Diameter: 2.0 in 30 i 23.5 9.7 2.4 <br /> 35 12.9 3.2 <br /> 2.Supply Pipe Length: 113 ft 40 1 i 16.5 4.1 <br /> E. Friction Loss in Plastic Pipe per 100ft from Table 1: 45 20.5 5.0 <br /> 50 i 6.1 <br /> Friction Loss= 3.67 ft per 100ft of pipe 55 7.3 <br /> 60 s ( 8.6 <br /> F. Determine Equivalent Pipe Length from pump discharge to soil dispersal area discharge 65 i 10.0 <br /> point. Estimate by adding 25%to supply pipe length for fitting toss. Supply Pipe Length 70 ( ? I 11.4 <br /> (D.2) X 1.25=Equivalent Pipe Length 75 j 13.0 <br /> 85 16.4 <br /> 113 ft X 1.25 = 14t.3 ft <br /> 95 i 20.1 <br /> G. Calculate Supply Friction Loss by multiplying Friction Loss Per 100ft (Line E)by the Equivalent Pipe Length (Line F)and divide by 100. <br /> Supply Friction Loss= <br /> 3.67 ft per 100ft X 147.3 it - 100 = 5.2 ft <br /> H. Total Head requirement is the sum of the Elevation Difference (Line A).the Distribution Head Loss(Line B).Additional Head Loss(Line C),and <br /> the Supply Friction Loss(Line G) <br /> 17.0 ft 5.0 ft + E==ft 5.2 ft = 27.2 ft <br /> 3. PUMP SELECTION <br /> A pump must be selected to deliver at least 38.0 GPM(Line 1 or Line 2)with at least 27.2 feet of total head. <br /> Comments: <br />
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