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.;s -. OSTP Non-Level Pressure Distribution - UNIVERSITY -�.�: Minnesota Pollution Design Worksheet OF MINNESOTA � }� Control A enc t-`!\`'- Lateral 3 GPM=Length of Lateral X Gallons Per Minute Per Foot(Line 8) �� ft X 0.30 GPM/Ft= O.O GPM Number of Perforations=GPM/Ftow Rate for Lateral 2(Line b.3) Check Table to ensure the maximum number of perforations is not exceeded. 0.0 .- Q = #VALUE! Perforations Select Type of Manifold Connection(End or Center): Spacing=(Length of Lateral)/(Number of Perforations-1) ❑ E"d ❑ ce"ter (� ) _ ( #### Perforations-1) _ ####ft Lateral 4 GPM=Length of Lateral X Gallons Per Minute Per Foot(Line 8) � ft X 0.30 GPM/Ft= O.O GPM Number of Perforations=GPM/Flow Rate for Lateral 2(Line 6.4) Check Table to ensure the maximum number of perforations is not exceeded. 0.0 = � _ #VALUE! Perforations Select Type of Manifotd Connection (End or Center): Spacing=(Length of Lateral)/(Number of Perforations-1) ❑ E"d ❑ cen°e` (� ) = l #### Perforations-1) _ #### ft Lateral 5 GPM=Length of Lateral X Gallons Per Minute Per Foot(Line 8) �O ft X 0.30 GPM/Ft= O.O GPM Number of Perforations=GPM/Flow Rate for Lateral 2(Line 6.5) Check Tabte to ensure the maximum number of perforations is not exceeded. 0.0 .- � _ #VALUE! Perforations Select Type of Manifold Connection (End or Center): Spacing=(Length of Lateral)/(Numberof Perforations-1) ❑ E"d ❑ cenre` (� ) � ( #### Perforations-1) _ ####ft 10. Catcutate Total GPM for system-the total GPM need from the pump. Lateral 1 Flow + Lateral 2 Flow + Lateral 3 Flow + Lateral 4 Flow + Lateral 5 Flow = Total Ftow '�`•�k 3 a rt`'�% 'v ft n,, 9.0 + 9.0 + 0.0 + 0.0 + 0.0 - 18.1 GPM 11. Summary Enter the minimum pipe size that allows for even distribution and the votume of liquid in the pipe from Volume of Liquid in the tabte. �Pe Totat Volume �pe Liquid Pipe Volume Pipe Length to Fill Pipe Perforation Diameter Per Foot Pipe Size(in) (gat/ft) (ft) (gal) Size(in) Spacing(ft) (inches) (Galions) �aterat 1 1.5 0.110 30 3.3 7/32 2.0 Highest 1 0.045 �aterat 2 1.5 0.110 30 3.3 7/32 3.8 1.25 0.078 Lateral3 0 #VALUE! �•5 0.110 2 0.170 �ateral4 0 #VALUE! 3 0.380 Lateral5 0 #VALUE! Lowest 4 0.661 Total Volume of Distribution Piping= 6.6 ,�?4 ` E 5, Min.Detivered Dose Yolume=Five X the Total Volume of Piping= 33.0 y�-_. �,� I hereby certify that t have compteted this work in accordance with all applicable ordinances, rutes and laws. .� -` ' -- _ Joseph J Olson '�`"'��-J 810 05/10/11 �.. (Designer) - (Signature) (License tl) (Date)