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� <br /> Mi�nesota Pollutlon OSTP Design Summary Worksheet UNIVERSITY <br /> Control Agenty OF MINNESOTA _ <br /> Property Owner/Ciient: Project ID:�v 04.20.2016 <br /> Site Address: 215 Hollander Road,Orono,MN 55391 Date: 9/7/16 <br /> 1. DESIGN FLOW,STRENGTH OF WASTE,AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Number of Bedrooms(Residential): � <br /> Type of Wastewater: Residential Treatment Level:� Nutrients: <br /> Commercial(select method and provide data): ❑meawred Flow: �GPD ❑esnmatea Flow: �GPD <br /> B. Septic Tanks: <br /> Minimum Code Required Septic Tank Capacity(Dwellings): 1500 Gallons,in �Tanks or Compartments <br /> Minimum Septic Tank Capacity for Other Establishments=Design Row X 3.0 if received by gravity or 4.0 if received by pressure <br /> Waste received by: Pressure � 750 GPD X �4 = 3000 Gallons <br /> Recommended Septic Tank Capacity: 3000 Gatlons,in �Tanks or Compartments <br /> Effluent Screen&Alarm: �Yes❑No ❑opna,ai ❑saeen ony Fffluent Screen Manufacturer/Model: <br /> C. Ho(ding Tanks Only:� Minimum Capacity:Residential-400 gal/bedroom,Other Establlshment=Design Flow x 5.0, Minimum size 1000 gallons <br /> Minimum Code Required Capacity: �Gallons,in �Tanks Type of High Levet Alarm: <br /> Designer Recommended Capacity:�Gallons,in �Tanks Darwin <br /> D. Pump Tank 1 Capacity(Code Minimum): 1000 Gallons Pump Tank 2 Capacity(Code Minimum): �0 Gallons <br /> Pump Tank 1 Capacity(Designer Rec): 1500 Gallons Pump Tank Z Capacity(Designer Rec): �Galtons <br /> Pump 1 36.0 GPM Total Head 15.5 ft Pump 2 36.0 GPM Total Head 15.5 ft <br /> Supply Pipe Dia. 2.00 in Dose Volume: 150.0 gal Suppty Pipe Dia. 2.00 in Dose Volume: 0.0 ga� <br /> 2. SYSTEM AND DISTRIBUTION TYPE <br /> Soil Treatment Area Type: Mound Distribution Type: Pressure Distribution-Level <br /> Benchmark Reference Elevation: 100.00 ft Benchmark Location: Base of Mail Box <br /> MPCA Type: Type III Type of Distribution Media: ��ratrindd Rodc ❑ Registered Treatrnent Media: <br /> Comments: 18-24 inches of fi(t material to be removed <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer:�in 0.0 ft G. Soil Texture: Sandy Clay Loam <br /> B. Elevation of Limiting Layer:�- 101.2 H. Soil Hyd.Loading Rate: 0.60 GPD/ft2 <br /> �, Loc.of Restricive Elevation: top corner of rxkbed I, Perc Rate: 20.0 MPI <br /> D. Minimum Required Separation: 36 in 3.0 ft J.Soil with>35%Rock Fragments Present? ❑vps Q No <br /> If yes describe below: %rock and layer thickness,amount of wil credit and any <br /> E. Code Maximum Depth of System: Mound in additonal information for adressing the rock fragments in this design. <br /> F. Measured Land Slope%: 10.0 % <br /> Commenu• <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area�ftz Sidewall Depth��� Trench Width�ft <br /> Total Lineal Feet�ft Number of Trenches� Code Maximum Trench DepCh�in <br /> Contour Loading Rate�ft Min Trench Length�ft Designers Max Trench Depth�in <br />