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2015-00762 - septic
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100 Kintyre Lane - 32-118-23-43-0020
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2015-00762 - septic
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Last modified
8/22/2023 4:42:04 PM
Creation date
4/11/2017 2:04:56 PM
Metadata
Fields
Template:
x Address Old
House Number
100
Street Name
Kintyre
Street Type
Lane
Address
100 Kintyre Lane
Document Type
Septic
PIN
3211823430020
Supplemental fields
ProcessedPID
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� , � � OSTP Pressure Distribution <br /> Minnesota Poilutbn UNIVERSITY <br /> Desi n Worksheet <br /> Control A nc � OF MINNESOTA `�,�- <br /> 12. Calculate the Square Feet per Perforation. Recommended value is 4-11 ft 2 per perforotion. <br /> Does not appl y to At-Grcdes <br /> a. 8ed Area = Bed Width (ft) X Bed Length (ft) <br /> 10 ft X 63 ft = 630 ft� <br /> b. Squore Foot per Perforation = Bed Area divided by the 7otal Number of Perforations. <br /> 630 ftZ - 63 perforations = 10.0 ft2lperforations <br /> 13. Select Minimum Averoge HeQd: 1.0 ft <br /> 14. Select Perforetion Discharge (GPM) based vn Table: 0.56 GPM per Perforation <br /> �5• Determine required Ftow Rate by multiplying the Total Number of Perfs. by the Perforation Distharge. <br /> 63 Perfs X 0.56 GPM per Perforation = 36 GPM <br /> 16. Votume of Liquid Per Foot of Distribution Piping (Tab(e 11): 0.170 Gallons/ft <br /> 17, Volume of Distribution Piping = __ ____ <br /> Table II —� <br /> _ [Number of Perfornted Latero(s X Length of Laterals X (Volume of volume of Liquid in � <br /> Liquid Per Foot of Distribution Piping] p�� ; <br /> PiPc �iquid <br /> �� X 61 ft X 0.170 gallft = 31.1 Gallons ' Diameter Per Foot <br /> {inches) (Galbns) <br /> 18. Minimum Delivered Volume = Volume of Distribution Piping X 4 1 0.045 ; <br /> 31.1 gals X 4 = 124.4 Gallons ���� ����$ <br /> 1.5 0.110 <br /> 2 �.17� y <br /> mam p�pe� 3 O.380—� <br /> � 4 0.6b1 <br /> � <br /> � _cka�,u __---- - <br /> P�Pe�P�mP - <br /> , <br /> n OUfS Mani(dd ppe. <br /> ♦ '� � <br /> � <br /> , .� , � <br /> � , � <br /> 81tEttWtE�OWtIM ------ <br /> OI � ffWti <br /> �AlterMk bcation <br /> of piPe fnDm P�mP <br /> Y' from <br /> Comments/Special Design Considerations: <br />
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