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� OSTP Desi n Summa <br /> �� � ry Worksheet UNIVERSITY <br /> Of MINNESOTA �'°���, <br /> M°"nd o.�s�,�y <br /> �^� 625.0 tt� Bed Len�h 63.0 ft 8ed Width 1Q.0 1t <br /> �bsorption Width 12.0 ft Uean Sand LiR 1.5 ft Berm WWth (0�1X)��R <br /> Upslq�e Bemi YYidth 8.3 ft Do�vr►stope 8ertn Width 32.9 ft En�tope Berm NndU� 14.0 � R <br /> Total System Largth qp.9 R Total System Width 31.2 ft tpKqN <br /> �.�edtr�Ra� 12.0 Qal/fi <br /> Ae-cxade oesip,5�mary <br /> Absaptlon Bed VYidth�n q������ (�''' <br /> Contau load4�Rate� S����L.��ft <br /> 4al/ft Upslope Berm WidthC�n Dovmslope Sem�Width� <br /> Erbabpe 8erm Mlldth�tt System LengthC�n ��W�(���ft <br /> LevN e Eqwl P►e�re D�ton Sipnn�sry �J <br /> No.of PerForattd LsttrattC� Perioration SpetlnQ�n PMoratlaf Dk�r 7/32 � <br /> taterat Diameter 2.� in AAAin.DCliv�ereG VatuneC�Sa� Maxtmwn Delivered Volurne 188 �at <br /> Nan-Level and Un�qnal Pir�p��Y <br /> Elevatton P1pe Vol� Pipe Lentth Perforation Sixe <br /> (ft) Pipe She(in) Utt) (it) (ini SpacinQ(ft) Spacinq t�n) <br /> 4terat 1 <br /> Lataral 2 MiMmum DNivercd Volume <br /> Laterat3 �4°� <br /> lateral 4 <br /> Lateral 5 Maxirta�m Dellven.M Yolume <br /> late►al 6 �4a� <br /> S. Addttlorwt IMo far Type IV�p�4� <br /> A. Cokufate the ory�onk londin�uslny qption��2 <br /> 1. Wynnk t,00dfr+3 �Pbunds oJ B00 X Units <br /> ����� X C� ' ��lbs BOD/dsy <br /> 2. Orgenic Loading to A�streatment 1MI[-Oe�gf flow X Estimoted BOp in ng�/L in tAe e�fftue�t X 8.35 s 1,0OO,Opp <br /> ��� x �tns�l X 8.35+7,000.000- �ibs BOD/dsy <br /> B. Type of?rstreatment Unit 8eirq�k�stalkd: <br /> C.Cstwlate Solt Tnouneni Sysiem�c Loadl�: Ibs.BOD/day+Bottom Area -ibs/day/ft� <br /> �tesi°a�'+ ��'` �tns/aay/re� <br /> tammenwsped,�Des C�s: <br /> �he�'certifY that 1 have 4�e[ed this work 3n sx wtth aU appticabte o►dk�snces,ndes and iaws. <br /> J06eph J OLSOn <br /> (Des i5 tune) 810 06/25/]5 <br /> cuce�x� �,c�� <br />