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Minnesota Pollution <br />OSTP Design Summary Worksheet UNIVERSITY <br />Control Agency OF MINNESOTA <br />Property Owner/Client: Wallace Carson. Project ID: v 04.20.2016 <br />Site Address:3010 Somerset Lane Date: 5!27/16 <br />1. DESIGN FLOW, STRENGTH OF WASTE, AND TANKS <br />A. Design Flow: 750 Gallons Per Day (GPD) Number of Bedrooms (Residential): C� <br />Type of Wastewater:Residential Treatment Level: �C Nutrients: <br />Commercial (select method and provide data): ❑ measured Fio+v: �GPD "' Estimated Flow: GPD <br />B. Septic Tanks: <br />Minimum Code Required Septic Tank Capacity (Dwellings): 2250 Gallons, in �Tanks or Compartments <br />Minimum Septic Tank Capacity for Other Establishments = Design Flow X 3.0 if received by gravity or 4.0 if received by pressure <br />Waste received by: GPD X ��= Gallons <br />Recommended Septic Tank Capacity: Gallons, in �Tanks or Compartments <br />Effluent Screen Et Alarm: ❑ Yes C No DOptional Effluent Screen Manufacturer/Model: <br />C. Holding Tanks Only: Minimum Capacity: Residential =400 galibedroom, Other Establishment = Design Flow x 5.0. minimum size 1000 gallons <br />Minimum Code Required Capacity: Gallons, in Tanks Type of High Level Alarm: <br />Designer Recommended Capacity:�Gallons, in Tanks <br />D. Pump Tank 1 Capacity (Code Minimum): E=Gallons Pump Tank 2 Capacity (Code Minimum): Gallons <br />Pump Tank 1 Capacity (Designer Rec): =Gallons Pump Tank 2 Capacity (Designer Rec): Gallons <br />Pump t 36.0 GPM Total Head 18.9 ft Pump 2GPM Total Head—�ft <br />Supply Pipe Dia. 2.00 in Dose Volume: 0.0 gal Supply Pipe Dia. C=in Dose Volume: <br />gat <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: LLift station manhole cover <br />MPCA Type: Type 1 Type of Distribution Media: D Dramrieid Rock ❑ Registered Treatment Media: <br />Comments: <br />3. SITE EVALUATION: <br />A. Depth to Limiting Layer: 12 in =ft G. Soil Texture: Clay Loam <br />B. Elevation of Limiting Layer: 100.1 H. Soil Hyd. Loading Rate: 0.45 GPD/ft` <br />C. Loc. of Restricive Elevation:— —� 1. Perc Rate: MPI <br />D. Minimum Required Separation: 36 in 3.0 ft J. Soil with >35R Rock Fragments Present? `' Yes J No <br />E. Code Maximum Depth of System: Mound in If yes describe below: % rock and layer thickness, amount of soil credit and any <br />additonal information for adressing the rock fragments in this design. <br />F. Measured Land Slope %: 4.0 <br />Comments: <br />L_ <br />4. DESIGN SUMMARY <br />Trench Design Summary <br />Dispersal Area ft, Sidewall Depth —�in Trench Width�ft <br />Total Lineal Feetft Number of Trenches E== Code Maximum Trench DepthCin <br />Contour Loading Rate =ft Min Trench Length E=ft Designer's Max Trench Depthin <br />