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2020/07/20 - SANITARY - SAN - New Mound >24" - SAN-20-40
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2020/07/20 - SANITARY - SAN - New Mound >24" - SAN-20-40
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Last modified
1/28/2022 11:41:06 PM
Creation date
7/21/2020 9:06:24 AM
Metadata
Fields
Template:
Property Files v2
Document Date
7/20/2020
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
New Mound >24"
County Permit Number
SAN-20-40
State Permit Number
620797
Tax ID
10801
35913
35914
Pin Number
07-016-2-39-17-24-3 04-000-011400
07-016-2-39-17-24-3 04-000-011310
07-016-2-39-17-24-3 04-000-011410
Legacy Pin
016342402340
Municipality
TOWN OF LINCOLN
TOWN OF LINCOLN
TOWN OF LINCOLN
Owner Name
STEVEN H & NICOLE L ROSSOW
STEVEN H & NICOLE L ROSSOW
CHRISTOPHER & JENNIFER STUDEMAN
Property Address
25655 SMITH RD
25655 SMITH RD
City
WEBSTER
WEBSTER
State
WI
WI
Zip
54893
54893
Previous Owners
STEVEN H & NICOLE L ROSSOW
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Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> (R or C) RI Residential or Commercial Design Note: Sand fill(D)calculations assume a <br /> 300.001 Estimated Wastewater Flow(gpd) Table 383-44-3 in-situ soil treatment for <br /> 1.50, Peaking Factor(e.g. 1.5= 150%) fecal coliform of<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 0.00 Site Slope(%) <br /> 96.80 Contour Line Elevation (ft) <br /> 36.00 Depth to Limiting Factor(in) <br /> 0.60 In-situ Soil Application Rate(gpd/ft2) <br /> Distribution Cell Information <br /> 70.001 Dispersal Cell Length Along Contour(ft) = 6.43 Cell Width (ft) <br /> 1.00' Dispersal Cell Design Loading Rate(gpolft2) <br /> 11 Influent Wastewater Quality(1 or 2) Are the laterals the highest •oint <br /> in the distribution Y <br /> Pressure Disribution Information network? Enter Y or N <br /> (C or E) I ei Center or End Manifold <br /> 3.22 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 /> 3.50 Estimated Orifice Spacing(ft)= 11.25 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 100.00= Forcemain Length (ft) Does the forcemain drain back? Y <br /> 85.001 Pump Tank Elevation(ft) Enter Y or N <br /> 3.25 System Head (ft)x 1.3 16.31 Forcemain Drainback (gal) <br /> 12.13 Vertical Lift(ft) 62.93 5x Void Volume(gal) <br /> 1.51 Friction Loss (ft) 79.25 Minimum Dose Volume(gal) <br /> 0.00 In-line Filter Loss (ft) 26.21 System Demand (gpm) <br /> 16.89 Total Dynamic Head (ft) <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 .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 1681.00 Total Tank Capacity(gal) <br /> 1039.00 Septic Tank Capacity(gal) 39.00 Total Working Liquid Depth(in) <br /> Skaw Manufacturer 43.10 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 642.00 Dose Tank Capacity(gal) 1 Lifetime I Filter Manufacturer <br /> 16.47 Dose Tank Volume(gal/in) 1LT1/8 Filter Model Number <br /> Skaw Manufacturer <br /> Project: Page 2 of 7 <br />
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