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2022/09/30 - SANITARY - SAN - New Mound >24" - SAN-22-87
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2022/09/30 - SANITARY - SAN - New Mound >24" - SAN-22-87
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Last modified
1/30/2023 3:19:23 PM
Creation date
1/30/2023 3:16:23 PM
Metadata
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Template:
Property Files v2
Document Date
9/30/2022
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
New Mound >24"
County Permit Number
SAN-22-87
State Permit Number
643480
Tax ID
36265
Pin Number
07-028-2-40-14-16-3 04-000-015100
Municipality
TOWN OF SCOTT
Owner Name
WEBSTER DG LLC
Property Address
2432 COUNTY RD A
City
WEBSTER
State
WI
Zip
54893
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Mound and Pressure Distribution Component Design <br /> Site Information <br /> R_.]Residential or Commercial Design N-1 ISD Required? <br /> 300.00 Estimated Wastewater Flow(gpd) <br /> 1.50. Peaking Factor(e.g.1.5=150%) <br /> 450.00 Design Flow(gpd) <br /> 2.00 Site Slope(%) <br /> 99.00 Installation Contour Line Elevation(ft) <br /> 24.00 Depth to Limiting Factor(in) <br /> 1.00 In-situ Soil Application Rate(gpd/ft2) <br /> 66.00 Contour Length Available(ft) <br /> Distribution Cell Information <br /> 6.50 Cell Width(ft)3.25,6.5 or 9.75 Only 45.00 Designer Input Cell Length(ft) <br /> 2.00 Dispersal Cell Design Loading Rate(gpd/ft2) F, 45.00 Dispersal Cell Length Required(ft) <br /> 2 Influent Wastewater Quality(1 or 2) <br /> Pressure Distribution Information <br /> E Center or End Manifold Are the laterals the highest point <br /> 2 Number of Laterals in the distribution Y <br /> 3.25 Lateral Spacing(ft) network? <br /> 8.16 Forcemain Drainback(gal) If N above,enter the elevation(ft) <br /> 0.50 Forcemain Fitter Loss(ft) of the highest point. <br /> 2.00 Forcemain Diameter(in) <br /> 50.00 Forcemain Length(ft) Does the forcemain drain back?I Y <br /> 84.00 Inside Pump Tank Elevation(ft) <br /> 0.156 Orifice Diameter(in)(e.g.0.25) <br /> 2.00 Estimated Orifice Spacing(ft)= 6.65 ft/orifice <br /> 4.55 System Head(ft)x 1.3 <br /> 15.08 Vertical Lift(ft) <br /> 0.63 Friction Loss(ft) <br /> 20.76 Total Dynamic Head(ft) <br /> 40.46 5x Void Volume(gal) <br /> 48.62 Minimum Dose Volume(gal) <br /> 23.69 System Demand(gpm) <br /> Diameter Selection <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in.dia. options choice in.dia. options choice <br /> 0.75 1.25 x <br /> 1.00 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 /> Manufacturer Information <br /> Treatment Tank Information Effluent Filter Information <br /> 1000.00 Septic Tank Capacity(gal) .IN�P TANK Filter Manufacturer <br /> Wieser Concrete Products,Inc. Manufacturer Filter Model Number <br /> Enter niter model number <br /> Dose Tank Information Gallons/Inch Calculator(opt o^a!;. <br /> 650.00 Dose Tank Capacity(gal) Total Tank Capacity(gal) <br /> 17.00 Dose Tank Volume(galln) Total Working Liquid Depth(in) <br /> Wieser Concrete Products,Inc. 'Manufacturer gal/in(enter result in cell DoseTankVolume) <br /> Project: DOLLAR GENERAL Page 2 of 12 <br />
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