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2003/11/04 - SANITARY - SAN - Other
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22142
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2003/11/04 - SANITARY - SAN - Other
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Last modified
3/6/2020 1:18:34 PM
Creation date
10/6/2017 3:17:22 AM
Metadata
Fields
Template:
Property Files v2
Document Date
11/4/2003
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
22142
Pin Number
07-032-2-41-16-29-4 01-000-011000
Legacy Pin
032532902900
Municipality
TOWN OF SWISS
Owner Name
WILLIAM & LINDA ARMSTRONG
Property Address
7834 COUNTY RD F
City
DANBURY
State
WI
Zip
54830
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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 fecal <br /> 1.50 Peaking Factor(e.g. 1.5 = 150%) coliform of<=36 inches. <br /> 300.00 Design Flow(gpd) <br /> 2.00 Site Slope (%) <br /> 98.50 Contour Line Elevation (ft) <br /> 19.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate (gpd/ft2) <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/ft2) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution Y <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) 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) (e.g. 0.25) <br /> 2.50 Estimated Orifice Spacing (ft) = 8.83 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 32.00 Forcemain Length (ft) Does the forcemain drain back? OY <br /> 91.20 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft)x 1.3 5.22 Forcemain Drainback(gal) <br /> 8.22 Vertical Lift (ft) 26.40 5x Void Volume (gal) <br /> 0.36 Friction Loss (ft) 31.62 Minimum Dose Volume (gal) <br /> 11.82 Total Dynamic Head (ft) 22.28 System Demand (gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. options 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 800.001 Total Tank Capacity (gal) <br /> 800.001 Septic Tank Capacity (gal) 41.70 Total Working Liquid Depth (in) <br /> SKAW IManufacturer 19.18 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 800.00 Dose Tank Capacity (gal) lZabel lFilter Manufacturer <br /> 19.1 Ell Dose Tank Volume (gal/in) IA1800 Filter Model Number <br /> SKAW Manufacturer <br /> Project: Page 2 of 9 <br />
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