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2004/08/27 - SANITARY - SAN - New Mound >24" - 29262
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2004/08/27 - SANITARY - SAN - New Mound >24" - 29262
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Last modified
10/6/2021 8:32:20 AM
Creation date
2/3/2020 10:57:04 AM
Metadata
Fields
Template:
Property Files v2
Document Date
8/27/2004
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
New Mound >24"
County Permit Number
29262
Tax ID
6278
Pin Number
07-012-2-40-15-07-5 16-270-012000
Legacy Pin
012911501200
Municipality
TOWN OF JACKSON
Owner Name
MICHAEL ALLEN LEITNER VANESSA JO MATISKI
Property Address
28954 BOBCAT LN
City
DANBURY
State
WI
Zip
54830
Previous Owners
MICHAEL ALLEN LEITNER VANESSA JO MATISKI
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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 /> 100.00 Estimated Wastewater Flow(gpd) Table 83-44-3 in-situ sod treatment for fecal <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) cofiform of-36 inches. <br /> 150.00 Design Flow(gpd) <br /> 1.00 Site Slope(%) <br /> 95.30 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 /> 30.00 Dispersal Cell Length Along Contour(ft) = 5.00 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 F Y <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) E Center or End Manifold <br /> 5.00 2.50 Lateral Spacing(ft) If N above, enter the elevation ft <br /> 2.50 2 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in) (e.g. 0.25) <br /> 2.00 Estimated Orifice Spacing(ft)= 5.00 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 40.00 Forcemain Length(ft) Does the forcemain drain back? Y <br /> 90.20 Pump Tank Elevation(ft) Enter Y or N <br /> 3.25 System Head(ft)x 1.3 6.52 Forcemain Drainback(gal) <br /> 5.10 Vertical Lift(ft) 18.20 5x Void Volume(gal) <br /> 0.35 Friction Loss(ft) 24.72 Minimum Dose Volume(gal) <br /> 8.70 Total Dynamic Head (ft) 19.66 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 <br /> 1.25 x X 2.00 <br /> 1.50 x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallonslinch Calculator(optional) <br /> Treatment Tank Information 512.00 Total Tank Capacity(gal) <br /> 750.001 Septic Tank Capacity(gal) 36.00 Total Working Liquid Depth (in) <br /> SKAW IManufacturer 14.22 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 512.001 Dose Tank Capacity(gal) Zabel JFilter Manufacturer <br /> 14.221 Dose Tank Volume(gal/in) JAI800 lFilter Model Number <br /> SKAW Manufacturer <br /> Project: Page 2 of 9 <br />
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