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2009/11/09 - SANITARY - SAN - Other
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TOWN OF OAKLAND
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2009/11/09 - SANITARY - SAN - Other
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Last modified
3/6/2020 5:17:54 AM
Creation date
10/6/2017 7:48:18 AM
Metadata
Fields
Template:
Property Files v2
Document Date
11/9/2009
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
35123
32985
Pin Number
07-020-2-40-16-35-3 01-000-011210
07-020-2-40-16-35-3 01-000-011200
Municipality
TOWN OF OAKLAND
TOWN OF OAKLAND
Owner Name
DANIEL J SUTTON
DANIEL J SUTTON
Property Address
6407 W CONNORS LAKE RD
6407 W CONNORS LAKE RD
City
DANBURY
WEBSTER
State
WI
WI
Zip
54830
54893
Previous Owners
DANIEL J SUTTON
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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 /> 200.00 Estimated Wastewater Flow(gpd) Table 8344-3 in-situ soil treatment for <br /> 1.50 Peaking Factor(e.g. 1.5 = 150%) fecal coliform of<=36 inches. <br /> 300.00 Design Flow(gpd) <br /> 0.00 Site Slope(%) <br /> 96.50 Contour Line Elevation (ft) <br /> 31.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate(gpd/ft2) <br /> Distribution Cell Information <br /> 43.001 Dispersal Cell Length Along Contour(ft) = 6.98 Cell Width (ft) <br /> 1.001 Dispersal Cell Design Loading Rate(gpd/fe) <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) E Center or End Manifold <br /> 6.98 3.49 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 3.49 2 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in) (e.g. 0.25) <br /> 2.50 Estimated Orifice Spacing (ft)= 8.83 fe/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 120.00 Forcemain Length (ft) Does the forcemain drain back? 0 <br /> 89.40 Pump Tank Elevation (ft) Enter Y or N <br /> A1.34 <br /> System Head(ft)x 1.3 A45.98 <br /> Forcemain Drainbaick(gal) <br /> Vertical Lift(ft) 5x Void Volume(gal) <br /> Friction Loss(ft) Minimum Dose Volume(gal) <br /> Total Dynamic Head(ft) System Demand (gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. option choice in. dia. options I choice <br /> 0.75 1.25 x X <br /> 1.00 1.50 x <br /> 1.25 x X 2.00 <br /> 1.50 x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallons/Inch Calculator(optional) <br /> Treatment Tank Information 652.00 Total Tank Capacity(gal) <br /> 1000.00 <br /> Septic Tank Capacity(gal) 38.00 Total Working Liquid Depth (in) <br /> COUNTY CONCRET Manufacturer 17.16 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 652.001 Dose Tank Capacity(gal) Z BEL Finer Manufacturer <br /> 17.16 Dose Tank Volume(gal/in) A100 Fitter Model Number <br /> pr• Manufacturer <br /> Nuc Erb <br /> Project: Page 2 of 9 <br />
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