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OSTP Design Summary Worksheet UNIVERSITY � <br /> Minnesota Pollution � ,_;. <br /> ControtAgency OF MINNESOTA _`?''v.�;�ti <br /> Property Owner/Client: Peter Rennebohn Project ID:��v 06.12.13 <br /> Site Add�ess; 4565 Bayside Road,Ororro,Hennepin County (Lot 1 )� F�u�,_r`_ Date: 9/18/14 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Galtm�s Per Day(GPD) Note: The estimoted design Jlow is considered a peak flow rate <br /> including a sofety factor.For lortg term performonce,the average <br /> B. Septic Tanks: daily f(ow is recommended to be<60%of this vaiue. <br /> Minimum Code Required 5eptic Tank Capacity: 2250 Gallons,fn ��Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in ��Tanks or Compartmenis <br /> Effluent Screen: No Alarm: No <br /> C. Holding Tanks Onty: <br /> Minimum Code Required Capacity:�Gatlons,in �]Tanks <br /> Designer Recommended Capacity:��Gallons,in �Tanks <br /> Type of High Level Alarm: <br /> D. Pump TQnk 1 Capacity(Code Minimum):�_�Gallons Pump Tank 2 Capacity(Code Minimum): ��Gatlons <br /> Pump Tank 1 Capacity(Designer Rec): �Gallons Pump Tank 2 Capacity(Desirner Rec): C�Gallons <br /> Pump 1 GPM Total Head �ft Pump 2�GPM Total Head �ft <br /> Supp(y Pipe Dia.��1n Dose Volume:�gal Supply Pipe Oia.��n Dose Volume:�gal <br /> 2. SYSTEM TYPE <br /> Type of Soil Treatrtient and Disper�,al Ara3' � <br /> Q Trmch �Bed �MourW Cj Gravity DBtrb�Rbn �;Resare Distrlbutlqt-Level Q Ressure Distrbutio�{1Nevel <br /> Q onP Q Hdding Tank �nt-crade 'Selection Required Benchmark Elevation: sea level ft <br /> Benchmark Locati�: Set by othen <br /> System Type 7 <br /> ype of Distribution AAedia: <br /> �Type I ❑Type I I [_Typc I I I ["'Type 1 V [j Type V [�Drainfidd Rodc ❑Registered Treatment Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 14 in 1.2 ft B. Measured Land Slope%: 3.0 % <br /> C. Elevation of Limiting Layer.� 101$.0 D. Soit Texture: Clay Loam <br /> E. Loc.of Restricive Elevation: --� F. Soil Hyd.Loading Rate: 0.45 GPD/ftz <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 7.5 MPI <br /> I. Code Ma�cimum Depth of Sys[em: Mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area�ftz Sidewall Depth��n Trench Width�in <br /> Total Lineat FeetC�ft Number of Trenches�`� Code Mauimum Trench Depth�in <br /> Contour Loading Rate�ft Designers Max Trench Depth�in <br /> Bed Design Summary <br /> Absorption Area�ftZ Media Below Pipe�in Code Maximum Bed Depth�in <br /> Bed Width�ft Bed Length�ft Designers Max Bed Depth��in <br />