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OSTP Design Summary Worksheet u�,��Exs�TY <br /> MinnesotaPollution OF �INNESOTA � -� <br /> Control Agency ,��� � <br /> Property Owner/Client: Zeb Haney Project ID•��v 06.12.13 , <br /> Site Address: 2660 Fox Street,Oro�o, Hennepin County(SITE B primary) Date: 1/23/15 <br /> 1. DESIGN FLOW AND TANKS ' <br /> A. Design Flow: 432 Galtons Per Day(GPD) Note: The estimoted design flow is considered a peak f(ow rate I <br /> inctuding a safety factor. For long term performance,the average ' <br /> B. Septic Tanks: daily f(ow is recommended to be<60'�6 of this value. �� <br /> Minimum Code Required Septic Tank Capacity:� Gallons,in ��Tanks or Compartments <br /> Recommended Sep[ic Tank Capacity:�� Gallons,in �Tanks or Compartments ' <br /> Effluent Screen: No Alarm: No <br /> C. Ho(ding Tanks Onty: <br /> Minimum Code Required Capacity:�_�Gallons,in � Tanks <br /> Designer Recommended Capacity:�Gallons,in �Tanks <br /> Type of High Level Alarm: --� <br /> D. Pump Tank 1 Capdcity(Code Minimum):��Gallons Pump Tank 2 Capacity(Code Minimum): �Gallons , <br /> Pump Tank J �apacity(Designer Rec): ��Gallons Pump Tonk 1 Capacity(Designer Rec): �Gallons <br /> Pump 1 47.0 GPM Total Head 29.3 ft Pump 2��GPM Total Head �ft <br /> Supply Pipe Dia. 2.00 in Dose Volume:�gal Supply Pipe Dia.�in Dose Volume:��a� <br /> 2. SYSTEM TYPE <br /> Type of Soii Treatrnent and Dispersal Area' r <br /> r-. � I (_�Gravlty Distrbutlen �j Ress�e Distrlbuqon-Levei Q Ressure Distrbution-Unlevel ' <br /> � hendi U Bed .�Mound '. <br /> �Drip J Holding Tank ;;At-Grade `Selection Required Benchmark Etevation: 100A f[ <br /> Benchmark Location: Top of iron , <br /> System Type Type of Distribution Media: <br /> ;�'Type I 'Type I I � Type I I I - Type i V ' ,Type V �'���nfield Rock [_J Registered Treatment Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 18 in 1.5 ft B. Measured Land Aope%: 10.0 % <br /> C. Eleva[ion of Limiting Layer. —� D. Soil Texture: Loam � <br /> E_ Loc.of Restricive Elevation: ---� F. Soil Hyd.Loading Rate: 0.60 GPD/ft2 � <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 16.0 MPI ' <br /> I. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMMARY ' <br /> Trench Design Summary <br /> Dispersal Area�f�2 Sidewal(Depth�in Trench Width��n <br /> Total Lineal Feet�ft Number of Trenches� Code Maximum Trench Depth�in <br /> Contour Loading Rate�ft Designer's Max Trench Depth�in , <br /> Bed Design Summary <br /> Absorption Area�ft2 Media Below PipeC�in Code Maximum Bed Dep[h�in ' <br /> Bed Width�ft Bed Length��ft Designer's Max Bed Depth�in <br />