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2010/03/31 - SANITARY - SAN - Other
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TOWN OF TRADE LAKE
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32611
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2010/03/31 - SANITARY - SAN - Other
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Last modified
3/5/2020 4:38:46 PM
Creation date
9/29/2017 6:58:32 AM
Metadata
Fields
Template:
Property Files v2
Document Date
3/31/2010
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
32611
Pin Number
07-034-2-37-18-02-5 05-001-021200
Municipality
TOWN OF TRADE LAKE
Owner Name
NEIL & BETHANY COLLINS
Property Address
22019 BERGMAN POINT DR
City
FREDERIC
State
WI
Zip
54837
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Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> (r or c) R Residential or Commercial Design Note: Sand fill(D)calculations assume a <br /> 300.00 Estimated Wastewater Flow(gpd) Table 83-44-3 in-situ soil treatment for fecal <br /> 1.50 Peaking Factor(e.g. 1.5 = 150%) coliform of<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 6.00 Site Slope (%) <br /> 98.00 Contour Line Elevation (ft) <br /> 18.00 Depth to Limiting Factor(in) <br /> 0.60 In-situ Soil Application Rate (gpd/ft2) <br /> Distribution Cell Information <br /> 65.001 Dispersal Cell Length Along Contour(ft) = 6.93 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate (gpd/ft) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) c Center or End Manifold <br /> 3.47 Lateral Spacing (ft) If N above, enter the elevation (ft) <br /> 4 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in) (e.g. 0.25) <br /> 3.00 Estimated Orifice Spacing (ft) = 10.24 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 57.00 Forcemain Length (ft) Does the Forcemain drain back? <br /> 90.00 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft) x 1.3 M28.84 <br /> Forcemain Drainback (gal) <br /> 9.00 Vertical Lift(ft) 5x Void Volume (gal) <br /> 1.03 Friction Loss (ft) Minimum Dose Volume (gal) <br /> 13.28 Total Dynamic Head (ft) System Demand (gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. options T choice <br /> 0.75 1.25 x <br /> 1.00 x 1.50 x x <br /> 1.25 x 2.00 <br /> 1.50 x x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallons/Inch Calculator(optional) <br /> Treatment Tank Information Total Tank Capacity (gal) <br /> 1000.00 <br /> Septic;Tank Capacity (gal) Total Working Liquid Depth (in) <br /> Wieser IManufacturer gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 650.001 Dose Tank Capacity(gal) I BestFilter Manufacturer <br /> 15.931 Dose Tank Volume (gal/in) GF10-8 Filter Model Number <br /> Wieser Manufacturer <br /> Project: WPa e 2 of 8 <br /> (ry� � fow 9 <br /> e / <br />
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