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• <br /> Minnesota Pollution <br /> OSTP Design Summary Worksheet UNIVERSITY �: <br /> Control Agency OF MINNESOTA _�,� <br /> Property Owner/Client: Arthur J. Nelson Estate v 11.05.31 <br /> Site Address: Proposed lot 1, Orono, MN 55356 Site B <br /> 1. AVERAGE DESIGN FLOW: <br /> A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated design flow is considered a peak flow rate including a safety <br /> factor.For long term performance, the average daily flow is recommended to be< <br /> B. Septic Tank capacity: 2250 Gallons 60%of this value. <br /> C. Number of Septic Tanks or Compartments: 2 J Effluent Screen&Alarm? Yes <br /> Type of Soil Treatment and Dispersal Area* Type of Distribution* <br /> O Trenches O Bed QQ Mound 0 At-Grade 0 Gravity Distribution Q Pressure Distribution-Level 0 Pressure Distribution-Unlevel <br /> O Drip Distribution 0 None-Holding Tanks Only <br /> 'Selection Required Benchmark Elev= 100 ft <br /> System Type Benchmark Location: Test hole# 1 <br /> ice,Type I ;'1 Type II El Type ill fl Type IV fl Type V Type of Distribution Media: <br /> Rock <br /> D. Pump Tank 1 Capacity: Gallons Pump Tank 2 Capacity: Gallons <br /> 2. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 22 inches 1.8 ft Elevation of Limiting Layer: 96.7 ft <br /> B. Measured Percent Land Slope: 4.0 % 0.0 <br /> C. Soil Texture: Loam Percolation Rate: 6 Minutes per Inch <br /> D. Soil Hydraulic Loading Rate: 0.60 GPD/ftz E. Contour Loading Rate 12.0 Gal/ft <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Absorption Area ftz Sidewall Depth in Trench Width in <br /> Total Lineal Feet ft Number of Trenches Maximum Trench Depth in <br /> Designer's Max Trench Depth in <br /> Bed Design Summary <br /> Absorption Area ftz Media Below Pipe in Bed Length ft <br /> Bed Width ft Maximum Bed Depth in Designer's Max Bed Depth in <br /> Mound Design Summary <br /> Absorption Area 625 ft2 Bed Length 63 ft Bed Width <br /> 10.0 ft <br /> Absorption Width 20.0 ft Clean Sand Lift 1.2 ft Berm Width (slope 0-1%) ft <br /> Upslope Bemi Width 10.2 ft Downslope Berm Width 17.0 ft Endslope Berm Width 10.7 ft <br /> Total System Length 84 ft Total System Width 37 ft <br /> At-Grade Design Summary <br /> Absorption Bed Width ft Absorption Bed Length ft System Height ft <br /> Absorption Bed Area ftz Upslope Berm Width ft Downslope Berm Width ft <br /> Endslope Berm Width ft System Length ft System Width ft <br />