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. ` . � � <br /> �_� <br /> OSTP Design Summary Worksheet U�IIVERSITY <br /> Minnesota Potlution t}F VII T T ESOTA � <br /> Control Agency - <br /> Pressure Distribution Summary <br /> No.of Perforated Laterals � Perforation Spacing �ft Perforation Diameter ���in <br /> l.ateral Diameter 0.00 in Supply Pipe Diameter�in Minimum Dose Volume �0 � <br /> Ftow Rate �GPM Totat Head �ft Maximum Dose Volume 187.5 <br /> Holding Tanks Only <br /> Number of Hotding Tanks �� Totat Volume of Hotding Tanks � gallons <br /> High Level Alarm? �� <br /> 4. ORGANIC LOADING(if pretreatment is being used) <br /> Organic Loading to Pre-Treat►nent Unit =Design Flow X Estimated BOD in mg/L in the effluent X 8.35=1,000,000 <br /> �� gpd X ��mg/L X 835=1,000,000= ��lbs SOD/day <br /> Calculate System Orgonic Loading: (bs. BOD/day s Bottom Area =lbs/day/ft2 <br /> ��lbs/day� �ftZ= ��lbslday/ft2 <br /> Comments/Special Design Coruiderations: <br /> I hereby certify that I have completed this work in accordance with alt applicable ordinances, rules and taws. <br /> Marty Ziermann � _ 768 09/23/11 <br /> `�i�/,f!Y�i � <br /> (Designer) s� (Signature) (Licertse#) (Date) <br />