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2009 - 00720 - new septic
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4701 West Branch Rd - 07-117-23-22-0016
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2009 - 00720 - new septic
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Last modified
8/22/2023 5:32:25 PM
Creation date
1/24/2020 12:39:18 PM
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Template:
x Address Old
House Number
4701
Street Name
West Branch
Street Type
Road
Address
4701 West Branch Rd
Document Type
Septic
PIN
0711723220016
Supplemental fields
ProcessedPID
Updated
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Pump Selection Design Worksheet <br /> 1. PUMP CAPACITY - - -'/***" <br /> 1. Pumping to Gravity Distribution <br /> A. Minimum discharge is 10 GPM(15 GPM recommended) GPM <br /> B. Maximum discharge is 45 GPM. <br /> 2. Pressure Distribution-See Pressure Distribution Worksheet <br /> Required Flow Rate (Line 20 of Pressure Distribution Worksheet) 36 GPM <br /> 2. HEAD REQUIREMENTS <br /> Soil treatment system <br /> 8 point of discharge <br /> ----- <br /> - � <br /> � <br /> 3. Elevation Difference 19 ft 1 <br /> between pump and point of discharge: nletpme m } Elevation <br /> difference <br /> Table <br /> ,.,.._:.,...__.,t; , t <br /> . Friction Loss in Plastic Pipe per 100ft <br /> 4, Distribution Head Loss: 5 ft Distribution Head Loss Nominal Pipe Diameter <br /> Gravity Distribution=Oft Flow Rate <br /> 1 134 1 Yx 2 3 <br /> (GPM) <br /> Additional Head Loss: ft Pressure Distribution based on Minimum Average Head <br /> (due to special equipment,etc.) Value on Pressure Distribution Worksheet: 10 5.51 1.45 0.69 0.20 - <br /> Friction Loss 1 ft = 5ft 12 7.72 2.03 0.96 0.28 - <br /> 5. Supply Pipe Diameter: 2.00 Inches 2ft = 6ft 14 10.27 2.70 1.28 0.38 - <br /> 6. Based on Friction Loss in Plastic Pipe per 100ft from Table I: 5ft = 10ft 16 13.14 3.46 1.63 0.48 - <br /> Friction Loss= 2.55 ft per 100ft of pipe 18 - 4.30 2.03 0.60 - <br /> 20 - 5.23 2.47 0.73 0.11 <br /> 7_ Determine Equivalent Pipe Length from pump discharge to soil dispersal area <br /> discharge point. Estimate by adding 25%to supply pipe length for fitting loss. 25 - 7.90 3.73 1.11 0.16 <br /> Supply Pipe Length X 1.25=Equivalent Pipe Length <br /> 30 - 11.07 5.23 1.55 0.23 <br /> Supply Pipe Length: 110 ft X 1.25 = 137.5 ft 35 - 14.73 6.96 2.06 0.30 <br /> 8. Calculate Supply Friction Loss by multiplying Friction Loss Per 100ft (Line 6)by the 40 8.91 2.64 0.39 <br /> Equivalent Pipe Length (Line 7)and divide by 100. 45 - - 11.07 3.28 0.48 <br /> Supply Friction Loss= <br /> 2.5503341 ft per 100ft X 137.5 ft + 100 _ 3.51 ft 50 - 13.46 3.99 0.58 <br /> 10. Total Head requirement is the sum of the Elevation Difference (Line 3),the Distribution Head 55 4.76 0.70 <br /> Loss(Line 4),and the Supply Friction Loss(Line 8) 60 5.60 0.82 <br /> 19 ft + 5 ft + 4 ft 65 - - - 6.48 0.95 <br /> 70 - - 7.44 1.09 <br /> Total Head Required: 28 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 28 feet of total head. <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. <br /> Joseph J Olson ---' 810 November 29,2008 <br /> (Designer) (Signature) (License#) (Date) <br />
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