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06/14/2018 <br />REVIEWED FOR CODE <br />COMPLIANCE CITY OF ORONO <br />OSTP Design Summary Worksheet UNIVERSITY <br />OF MINNESOTA <br />Property Owner/Client: Terry Deggendorf Project ID; 71420975oilID v 04.06.2017 <br />Site Address: 750 Big Island, Orono, MN Date: <br />Email Address: terry.deggendorf@outtook.com Phone Number: 1 763-567-9754 <br />1. DESIGN FLOW, STRENGTH OF WASTE, AND TANKS <br />A. Residential Design Flow: 225 Gallons Per Day (GPD) Number of Bedrooms (Residential): <br />Type of Wastewater: Residential Treatment Level: Select Treatment Level C for residential septic tank effluent <br />Other Est. flow (select method and provide data): ❑ measured Flow: GPD © estimated flow: GPD <br />Waste strength (attach data/estimate basis for Other Est.): BOD:=mg/L TSS: =mg/L Oil&Grease: =mg/L <br />B. Septic Tank Sizing <br />1. Residential dwellings <br />Min Code Required Septic Tank Capacity: 50D Gallons, in Tanks or Compartments <br />Recommended Septic Tank Capacity: 1050 Gallons, in Tanks or Compartments <br />2. Other Establishments <br />Waste received by: <br />Min Code Required Septic Tank Capacity: GPD X _ Gallons, in =Tanks or Compartments <br />Designer Recommended Septic Tank Capacity: Gallons, in Tanks or Compartments <br />3. Effluent Screen Et Alarm (Y/N): I Recommended Manufacturer/Model: contractor discretion <br />C. Holding Tanks Only: Minimum Capacity: Residential =400 gal/bedroom, 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): 500 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 9 15.0 GPM Total Head 12.0 ft Pump 2GPM Total Head ft <br />Supply Pipe Dia. E.50]in Dose Volume: 0.0 gal Supply Pipe Dia. [::=in Dose Volume: gal <br />2. SYSTEM AND DISTRIBUTION TYPE <br />Soil Treatment Area Type: Mound Distribution Type: Pressure Distribution -Level <br />Benchmark Reference Elevation: 940 ft Benchmark Location: Corner of House (see Figure) <br />MPGA System Type: Type II Type of Distribution Media: Registered Product: <br />Type III/IV Details: F Arc 36 Low Profile (LP) or equivalent <br />3. SITE EVALUATION SUMMARY: <br />A. Depth to Limiting Layer: 16 in 1.3 ft G. Soil Texture: Silt Loam <br />B. Elevation of Limiting Layer: 938.5 H. Soil Hyd. Loading Rate: 0.50 GPD/ft' <br />C. Loc. of Restrictive Elevation: Redox Features I. Perc Rate: 3D.0 MPI <br />D. Minimum Required Separation: 36 in 3.0 ft J. Soil with >35% Rock Fragments Present (yes/no)? No <br />If yes describe below: % rack and layer thickness, amount of soil credit and any <br />E. Code Maximum Depth of System: Mound in additional information for addressing the rock fragments in this design. <br />F. Measured Land Slope: 1.0 % <br />Comments: <br />