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2011-00626 - new septic
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519 Ferndale Road North - 36-118-23-14-0008
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2011-00626 - new septic
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Last modified
8/22/2023 5:02:00 PM
Creation date
8/16/2016 2:46:09 PM
Metadata
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Template:
x Address Old
House Number
519
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
519 Ferndale Road North
Document Type
Septic
PIN
3611823140008
Supplemental fields
ProcessedPID
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, OSTP Non-Level Pressure Distribution <br /> UNIVERSITY � <br /> Minnesota Pollution Design Worksheet OF MINNESOTA <br /> Control A enc -,,�..��:.� <br /> Lateral 3 GPM=Length of Lateral X Gallons Per Minute Per Foot(Line 8) <br /> � ft X 0.38 GPM/Ft= O.O GPM <br /> Number of Perforations=GPM/Flow Rate for Lateral 2(Line 6.3) Check Table to ensure the maximum number of perforations is not <br /> exceeded. <br /> 0.0 .- �� _ #VALUE! Perforations Select Type of Manifold Connection (End or Center): <br /> Spacing=(length of Lateral)/(Number of Perforations-1) ❑E�1 ❑Center <br /> (�� ) � ( #### Perforations-1) _ #### ft <br /> Lateral 4 GPM=Length of Lateral X Gallons Per Minute Per Foot(Line 8) <br /> �� ft X 0.38 GPM/Ft= O.O GPM <br /> Number of Perforations=GPM/Flow Rate for Lateral 2(Line 6.4) Check Table to ensure the maximum number of perforations is not <br /> exceeded. <br /> 0.0 .- �� _ #VALUE! Perforations Select Type of Manifold Connection (End or Center): <br /> Spacing=(Length of Laterat)/(Number of Perforations-1) ❑E� ❑Cen�r <br /> (� ) � ( #### Perforations-1) _ #### ft <br /> Lateral 5 GPM=Length of Lateral X Galtons Per Minute Per Foot(Line 8) <br /> C� ft X 0.38 GPM/Ft= O.O GPM <br /> Number of Perforations=GPM/Flow Rate for Lateral 2(Line 6.5) Check Table to ensure the maximum number of perforations is not <br /> exceeded. <br /> 0.0 - � _ #VALUE! Perforations Select Type of Manifold Connection (End or Center): <br /> Spacing= (Length of Lateral)/(Number of Perforations-1� ❑E� ❑Cencer <br /> (�� ) � ( #### Perforations-1) _ #### ft <br /> 10. Calculate Total GPM for system -the total GPM need from the pump. <br /> Lateral 1 Flow + Lateral 2 Flow + Laterat 3 Flow + Lateral 4 Flow + Laterat 5 Flow = Total Flow <br /> 8.8 + 8.8 + O.O + O.O + O.O = 17.7 GPM <br /> 11. Summary <br /> Enter the minimum pipe size that atlows for even distribution and the volume of liquid in the pipe from Volume of Liquid in <br /> the table. Pipe <br /> Total Volume Pipe Liquid <br /> Pipe Volume Pipe Length to Fill Pipe Perforation Diameter Per Foot <br /> Pipe Size(in) (gaVft) (ft) (gal) Size(in) Spacing(ft) (inches) (Gallons) <br /> �aterat 1 1.5 0.110 23 2.53 1/4 2.0 Highest � 0.045 <br /> Lateral 2 1.5 0.110 23 2.53 1/4 3.2 1.25 0.078 <br /> 1.5 0.110 <br /> Lateral3 0 #VALUE! 2 0.170 <br /> �aterat 4 0 #VALUE! 3 0.380 <br /> Lateral5 0 #VALUE! Lowest 4 0.661 <br /> Total Volume of Distribution Piping= 5.1 <br /> Min. Delivered Dose Volume=Five X the Total Volume of Piping= 25.3 <br /> I hereby certify that I have completed this work in accordarjfe with._all_applicable ordinances, rules and laws. <br /> / <br /> ,i <br /> Joseph J Oison -/�' 810 12/29/10 <br /> (Designer) � �� (Signature) (License#) (Date) <br />
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