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SE22-000028 Design V2.0 with markups
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2700 White Oak Cir - 04-117-23-42-0021
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SE22-000028 Design V2.0 with markups
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Last modified
3/12/2024 8:59:45 AM
Creation date
3/12/2024 8:57:58 AM
Metadata
Fields
Template:
x Address Old
House Number
2700
Street Name
White Oak
Street Type
Circle
Address
2700 White Oak Cir
Document Type
Septic
Permit Number
SE22-000028
PIN
028
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' prenire.•.,•• <br />ST.vrPC:F y <br />TRtATML»T <br />PROGRAM <br />#AINNESOTA POLLUTION <br />Design Summary Page M11 CONTROL AGENCY <br />6. SYSTEM AND DISTRIBUTION TYPE Project ID: <br />Soil Treatment Type: Mound Distribution Type: Pressure Distribution -Level <br />Elevation Benchmark: 100 ft Benchmark Location: Large Basswood 27' NE 82 <br />MPCA System Type: Type I Distribution Media: Rock <br />Type III/IV Details: <br />7. SITE EVALUATION SUMMARY: <br />---------------------------- ---------------------- ............................................................................ <br />Describe Limiting Condition: Redoximorphic Features/Saturated Soils <br />Layers with >35% Rock Fragments? (yes/no) No 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 />:Note: <br />Depth Depth Elevation of Limiting Condition <br />Limiting Condition: 12 inches 1.0 ft 101.00 ft <br />Minimum Req'd Separation: 36 inches 3.0 ft Elevation Critical for system compliance <br />r <br />Code Max System Depth: Mound inches -2.0 ft 104.00 ft <br />;This is the maximimum depth to the bottom of the distribution media for re4uired separation_ Negative Depth (ft} means it must be a mound. <br />................_................. <br />........................................................................ <br />Soil Texture: Loam <br />Soil Hyd. Loading Rate: 0.60 GPD/fe Percolation Rate: 18.00 MPI <br />Contour Loading Rate: 12 Note: <br />Measured Land Slope: 3.0 % Note: <br />Comments: <br />8. SOIL TREATMENT AREA DESIGN SUMMARY <br />Trench: <br />Dispersal Areaft 2 Sidewall Depthin Trench Widthft <br />Total Lineal Feetft No. of Trenches Code Max. Trench Depthin <br />Contour Loading Rateft Lengthft Designed Trench Depth=in <br />Bed: <br />Dispersal Areaft Sidewall Depthin Maximum Bed Depthin <br />Bed Widthft Bed Lengthft Designed Bed Depth =in <br />Mound: <br />Dispersal Area 625.0 ft2 Bed Length 62.5 ft Bed Width 10.0 ft <br />Absorption Width 20.0 ft Clean Sand Lift 2.0 ft Berm Width (0-1%)ft <br />Upslope Berm Width 10.5 ft Downslope Berm 14.0 ft Endslope Berm Width 12.3 ft <br />Total System Length 87.1 ft System Width 34.5 ft Contour Loading Rate =gal/ft <br />
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