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2009-00589 - new septic
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3445 High Lane - 05-117-23-12-0025
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2009-00589 - new septic
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Entry Properties
Last modified
8/22/2023 5:16:18 PM
Creation date
1/26/2017 2:46:52 PM
Metadata
Fields
Template:
x Address Old
House Number
3445
Street Name
High
Street Type
Lane
Address
3445 High La
Document Type
Septic
PIN
0511723120025
Supplemental fields
ProcessedPID
Updated
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Pressure Distribution Design ��"F �,"..��� <br /> � - - ��:� . <br /> Minnesota Pollution Worksheet - �''�$ � P <br /> Controi Agency �.--'�,.o,�T'" <br /> Ma�cir.su�:,M�mber of Pe>fa�ations Fer Lat�ral to Guarantee�-10�o Drscharge Varatzcgn <br /> 'S ln�.�Fe-tora:.cr 7.'321���Perforeda.�s <br /> Pipe Uia^,etzr{I.�ch�esl �erfar�io�S�cing Ftipa U.a.^.e2�r tfr,ct=a,es) <br /> Pe�-Fcra_�o�Spacng IFee:j <br /> 1'�= S�: 't 3 lFee2! 2 :3•� tY: i _ <br /> Z 14 93 18 3�J 60 2 af 16 2t 34 6E <br /> [�= Z 12 16 25 54 2"f !G i4 "tG 3i 5� <br /> � 8 72 96 25 52 3 9 94 14 30 6Q <br /> 3:'16 ir�h Pe•r=vratioru 1;"2 In.4�Perfcr:.ans <br /> Pipe Uia^_±eter;1_xh.ri Fe-fcratioi Spacing Pipe Daa�seter li�ches`t <br /> Pe-fcra�_u�Spacng IFenti <br /> ! �?•- 11: � 3 fFEeti i:_ 1�: '[ 3 <br /> 2 �2 18 26 46 87 2 2 t 33 4-f 74 144 <br /> L>= 12 9? �4 4+_l 8fl 2� 2C� 3G� 4t 5�1 135 <br /> ' t2 1E 22 37 i5 3 2Ce 24 38 fs4 128 <br /> 13. Select Minimum Diameter of(aterals based on Table I: <br /> ❑1 inch �1.25 inch ❑1.5 inch ❑2 inch ❑3 inch <br /> Determine Votume of Distribution Piping <br /> 14. Pipe Diometer of Distribution Pipe 1.50 in <br /> Table II <br /> 15. Vo(ume of Liquid Per Foot of Distribution Piping: 0.11 Q Gallons/ft Volume of Liquid in <br /> Pi pe <br /> Pipe Liquid <br /> �6, Vo(ume of Distribution Piping = Diameter Per Foot <br /> _ [Number of Perforated Latera(s (Line 1)X Length of Laterals (Line 4)X (inches) (Gallons) <br /> (Volume of Liquid Per Foot of Distribution Piping(Line 15}] 1 0.045 <br /> 1.25 0.078 <br /> � 3 I X 36 ft X 0.110 gal/ft = 11.88 Gallons �25 0.170 <br /> � <br /> 3 0.380 <br /> 17. Minimum Dose=Volume of Distribution Piping(17)X 5 4 0.661 <br /> 11.88 gats X 5 = 59.4 Gatlons <br /> ,_-Cleanouts �� --'--, f110n10 p�pe, <br /> I <br /> �� / <br /> �� Man'rfold pipe� i <br /> ; ` pipe from pump <br /> � , <br /> � � <br /> � <br /> ' lean outs <br /> �Altemate laation � <br /> of pipe from pump � �• <br /> � <br /> ahemate location <br /> Pi from um Of i from um <br /> I hereby certify that I have compteted this work in accorda e with all applicable ordinances, rules and taws. <br /> Joseph J Olson 810 8l10/09 <br /> (Designer) (Signature) (License#) (Date) <br />
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