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2011 - Soil & Percolation Testing
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2011 - Soil & Percolation Testing
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Last modified
8/22/2023 4:36:47 PM
Creation date
2/12/2020 1:31:01 PM
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x Address Old
House Number
2300
Street Name
Willow Hill
Street Type
Drive
Address
2300 Willow Hill Dr
Document Type
Septic
PIN
0311723320026
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Minnesota Pollution 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 2, Orono, MN 55356 Site A <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 Effluent Screen&Alarm? Yes <br /> Type of Soil Treatment and Dispersal Area* Type of Distribution* <br /> Q Trenches 0 Bed 0 Mound 0 At-Grade 0 Gravity Distribution C)Pressure Distribution Level 0 Pressure Distnbution Unkvel <br /> Q Drip Distribution 0 None-Holding Tanks Only <br /> *Selection Required Benchmark Elev= 100 ft <br /> System Type Benchmark Location: Test hole# 1 <br /> 0 Type I ❑Type II ❑Type III 0 Type IV 0 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: 98.2 ft <br /> B. Measured Percent Land Slope: 7.0 % 0.0 <br /> C. Soil Texture: Loam Percolation Rate: 3 Minutes per Inch <br /> D. Soil Hydraulic Loading Rate: 0.60 GPD/ft2 E.Contour Loading Rate 12.0 Gal/ft <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Absorption Area ft2 Sidewall Depth in Trench Width in <br /> Total Lineal Feet ft Number of Trenches Maximum Trench Depth in <br /> Designees Max Trench Depth in <br /> Bed Design Summary <br /> Absorption Area ft2 Media Below Pipe in Bed Length ft <br /> Bed Width ft Maximum Bed Depth in Designers Max Bed Depth in <br /> Mound Design Summary <br /> Absorption Area 625 ft2 Bed Length 63 ft Bed Width 10.0 ft <br /> Absorption Width 20.0 ft Clean Sand Lift 1.2 ft Berm Width (slope 0-1%) ft <br /> Upslope Berm Width 9,9 ft Downslope Berm Width 21.5 ft Endslope Berm Width 11.6 ft <br /> Total System Length 86 ft Total System Width 41 ft <br /> At-Grade Design Summary <br /> Absorption Bed Width ft Absorption Bed Length ft System Height ft <br /> Absorption Bed Area ft2 Upslope Berm Width ft Downslope Berm Width ft <br /> Endslope Berm Width ft System Length ft System Width ft <br />
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