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2014/09/04 - SANITARY - SAN - Other
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2014/09/04 - SANITARY - SAN - Other
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Entry Properties
Last modified
6/20/2023 12:01:11 PM
Creation date
9/28/2017 4:09:02 PM
Metadata
Fields
Template:
Property Files v2
Document Date
9/4/2014
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
36144
Pin Number
07-020-2-40-16-35-5 05-004-011500
Municipality
TOWN OF OAKLAND
Owner Name
STONE ROAD FARMS LLC
Property Address
27470 W CONNORS LAKE RD
City
WEBSTER
State
WI
Zip
54893
Previous Owners
DAVID J & NOREEN J RYBAK STONE ROAD FARMS LLC
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Mound and Pressure Distribution Component Design <br /> Site Information <br /> R Residential or Commercial Design Note: Saod fill(D)caleulations assume a <br /> 200.00 Estimated Wastewater Flow(gpd) Table 363d 1-3 in-situ soil treatment for <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) fecal mlifurm or<-W tomes. <br /> 300.00 Design Flow(gpd) <br /> 0.00 Site Slope(%) <br /> 97.00 Contour Line Elevation (ft) <br /> 13.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate(gpd/ftp) <br /> Distribution Cell Information <br /> 43.00 Dispersal Cell Length Along Contour(ft) = 6.98 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/ft') <br /> 1 Influent Wastewater Duality(1 or 2) Are the laterals the highest point <br /> in the distribution Y <br /> Pressure Disribution Information nety ork9 <br /> e Center or End Manifold <br /> 3.49 Lateral Spacing (ft) If N above, enter the elevation(ft) <br /> 2 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in) <br /> 2.50 Orifice Spacing (ft)= 8.83 ftp/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 80.00 Forcemain Length (ft) Does the forcemain drain back? Y <br /> 84.30 Pump Tank Elevation(ft) <br /> 3.25 System Head(ft)x 1.3 13.05 Forcemain Drainback(gal) <br /> 14.45 Vertical Lift(ft) 38.02 5x Void Volume(gal) <br /> 0.89 Friction Loss(ft) 51.07 Minimum Dose Volume(gal) <br /> 0.00 In-line Filter Loss(ft) 22.281 System Demand (gpm) <br /> 18.59 Total Dynamic Head (ft) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. o tions choice in. dia. I options I 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 /> Gallons/Inch Calculator <br /> Treatment Tank Information 1342.00 Total Tank Capacity(gal) <br /> 758.00 Septic Tank Capacity(gal) 36.00 Total Working Liquid.Depth (in) <br /> Skaw Manufacturer 37.28 gaUn(enter result in cell 649) <br /> Dose Tank Information Effluent Fitter Information <br /> 512.00 Dose Tank Capacity (gal) Bear Filter Manufacturer <br /> 14.23 Dose Tank Volume(gallin) ML916 Filter Model Number <br /> Skaw Manufacturer <br /> Project: Rybak Mound Page 2 of 7 <br />
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