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OSTP Design Summary eeWorksht UNIVERSITY « : n <br /> Minnesota Pollution OF MINNESOTA <br /> Control Agency sl- Y <br /> Pressure Distr%u�tion Surreary <br /> No.of Perforated Laterals Perforation Spacing C�ft Perforation Diameter in <br /> Lateral Diameter ]in Supply Pipe Diameter in Minimum Dose Volume <br /> Flow Rate GPM Total Head E:=ft Maximum Dose Volume 187.9 <br /> Holding Tanks Only <br /> Number of Holding Tanks Total Volume of Holding Tanks gallons <br /> High Level Alarm? <br /> 4. Additional Info for Type IV/Pretreatment Design <br /> Type of Pretreatment Unit Being Installed: <br /> Orgonk Loading to Pretreatment Unit -Design Flow X Estimated BOD in mg/L in the effluent X 8.35+1,000,000 <br /> �11Pd X �rmg/L X 8.35 t 1,000,000- lbs BOD/day <br /> Calculate Sy:twn Organic Loading: lbs.BOD/day+Bottom Area -ft/day/ft' <br /> =lbs/day+ =ft'- lbs/day/ft= <br /> Comments/Special Design Considerations: <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. <br /> Joseph J Olson 10/13/14 <br /> ( ) (S Lure) (License#) (Date) <br />