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09-15-2021 Septic Design
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09-15-2021 Septic Design
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Last modified
8/22/2023 4:31:57 PM
Creation date
10/27/2021 2:18:52 PM
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x Address Old
House Number
4085
Street Name
Watertown
Street Type
Road
Address
4085 Watertown Road
Document Type
Septic
PIN
3111823410005
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Design Summary Page <br />6. SYSTEM AND DISTRIBUTION TYPE <br />Soil Treatment Type: Distribution Type: <br />Elevation Benchmark: ft Benchmark Location: <br />MPCA System Type: Distribution Media: <br />Type III/IV Details: <br />7. SITE EVALUATION SUMMARY: <br />Describe Limiting Condition: <br />Layers with >35% Rock Fragments? (yes/no) No <br />Note: <br />Depth Elevation of Limiting Condition <br />Limiting Condition: inches 1.0 ft ft <br />Minimum Req'd Separation: inches 3.0 ft Critical for system compliance <br />Code Max System Depth: inches -2.0 ft ft <br />This is the maximimum depth to the bottom of the distribution media for required separation. Negative Depth (ft) means it must be a mound. <br />Soil Texture: <br />Soil Hyd. Loading Rate:GPD/ft2 Percolation Rate: MPI <br />Contour Loading Rate: Note: <br />Measured Land Slope: % Note: <br />Comments: <br />8. <br />Trench: <br />Dispersal Area ft2 Sidewall Depth in Trench Width ft <br />Total Lineal Feet ft No. of Trenches Code Max. Trench Depth in <br />Contour Loading Rate ft Length ft Designed Trench Depth in <br />Bed: <br />Dispersal Area ft2 Sidewall Depth in Maximum Bed Depth in <br />Bed Width ft Bed Length ft Designed Bed Depth in <br />Mound: <br />Dispersal Area ft2 Bed Length ft Bed Width ft <br />Absorption Width ft Clean Sand Lift ft Berm Width (0-1%) ft <br />Upslope Berm Width ft Downslope Berm ft Endslope Berm Width ft <br />Total System Length ft System Width ft Contour Loading Rate <br />gal/ft <br />sandy clay loam <br />Elevation <br />Rock <br />15.0 <br />Redoximorphic Features/Saturated Soils <br />36 <br />Mound 978.00 <br />12 <br />Mound <br />Depth <br />12 975.00 <br />Pressure Distribution-Level <br />Top of Iron - SW corner <br />Project ID: <br />If yes, describe below: % rock and layer thickness, amount of <br /> soil credit and any additional information for addressing the rock fragments in this design. <br />See Soil Boring Logs <br />971.8 <br />12.0 <br />Type I <br />500.0 50.0 <br />26.0 <br />38.5 <br />80.0 <br />8.4 <br />0.45 <br />SOIL TREATMENT AREA DESIGN SUMMARY <br />12.056.8 <br />2.0 <br />10.0
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