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` • I <br /> ' I <br /> � OSTP Design Summary Worksheet UNIV$RSITY `���Y; <br /> Minnesota Pollution OF MINNESOTA �'`' <br /> Control Agency ,.��j- <br /> Property Owner/Client: Denali Custom Homes Project ID:�v 06.12.13 <br /> Site Address: 4565 Bayside Road,Orono Date: 2/26/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Deslgn Flow: 260 Gallons Per Day(GPD) Note: The estimated design f(ow is considered a peok j(ow rate <br /> including a safety factor. For long term performance, the average <br /> B. Septic Tanks: daily f(ow is recommended to be<60%of this va(ue. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in C�Tanks or Compartments <br /> Effluent Screen: No q�g�; No <br /> C. Holding Tanks Only: <br /> Minimum Code Required Capacity:�Gallons,in �Tanks <br /> Designer Recommended Capacity:�Gallons,in �Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tonk 1 Capacity(Code Minimum):�Galtons Pump Tonk 1 Capacity(Code Minimum): �Gallons <br /> Pump Tank 1 Capacity(Designer Rec): �Gallons Pump Tank 2 Capacity(Designer Rec): �Gallons <br /> Pump 1 31.0 GPM Total Head 15.2 ft Pump 2�GPM Total Head �ft <br /> Supply Pipe Dia. 2.00 in Dose Volume:�gal Supply Pipe Dia.�in Dose Volume:�8a1 <br /> 2. SYSTEM TYPE <br /> Type of Soil Treatment and Dispersal Area* � <br /> � hmch Q Bed (�j Mound 0 Gravlty Dlstrbutbn Q Resstre Dlstrllxitlon-Level Q Ressure Dtstrbutbn-Unlevel <br /> Q Drip Q noiding rank C At'�a� 'Selection Required Benchmark Elevation: sea level ft <br /> Benchmark Location: <br /> System Type Type of Distribution Media: <br /> r'Type I ��',Type I I r Type I I I �_!Type I V �Type V ❑� Drainfield Rock ❑Registered Treatment Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 24 in 2.0 ft B. Measured Land Slope%: 6.0 % <br /> C. Elevation of Limiting Layer: 1014.8 -� D. Soil 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: MPI <br /> I. Code Maximum Depth of System: mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area�ft2 Sidewalt DepthC�in Trench Width��in <br /> Total Lineal Feet��ft Number of Trenches�� Code Maximum Trench Depth�in <br /> Contour Loading Rate�_�ft Designer's AAax Trench Depth�in <br /> Bed Design Summary <br /> Absorption Area�ftz Media Betow Pipe�in Code Maximum Bed Depth�in <br /> Bed Width�ft Bed Length�ft Designers Max Bed Depth�in <br /> I f <br />