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2012/08/06 - SANITARY - SAN - Other
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TOWN OF DEWEY
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2875
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2012/08/06 - SANITARY - SAN - Other
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Last modified
3/5/2020 6:59:53 PM
Creation date
10/3/2017 7:55:41 PM
Metadata
Fields
Template:
Property Files v2
Document Date
8/6/2012
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
2875
Pin Number
07-008-2-38-14-01-3 03-000-011000
Legacy Pin
008210102600
Municipality
TOWN OF DEWEY
Owner Name
ROGER K GERMAN
Property Address
24421 KING RD
City
SHELL LAKE
State
WI
Zip
54871
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EZFIow 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 /> 300.00 Estimated Wastewater Flow(gpd) Table 83-44-3 in-situ soil treatment for fecal <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) coliform of<=38 inches. <br /> 450.00 Design Flow(gpd) <br /> 6.45 Site Slope (%) <br /> o Installation Contour Line Elevation (ft) 70.00 Contour Length Available (ft) <br /> 29.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate (gpd/ft) <br /> Distribution Cell Information <br /> 9.001 Cell Width (ft) 3. 4, 6, 7. 9. or 10 Only50.00 = Dispersal Cell Length (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 0 <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) a Center or End Manifold <br /> 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) <br /> 3 Number of Laterals of the highest point. 0 <br /> 0.188 Orifice Diameter(in) (e.g. 0.25) <br /> 3.00 Estimated Orifice Spacing (ft) = 8.82 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 175.00 Forcemain Length (ft) Does the forcemain drain back? �Y <br /> 80.00 Inside Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft) x 1.3 933.42 <br /> Forcemain Drainback (gal) <br /> 15.75 Vertical Lift (ft) 5x Void Volume (gal) <br /> 4.14 Friction Loss (ft) Minimum Dose Volume (gal) <br /> 23.14 Total Dynamic Head (ft) System Demand (gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. options I choice <br /> 0.75 1.25 <br /> 1.00 1.50 x x <br /> 1.25 x 2.00 x <br /> 1.50 x x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallons/inch Calculator(optional) <br /> Treatment Tank Information 607.00 Total Tank Capacity (gal) <br /> 1039.00 Septic Tank Capacity (gal) 1 39.001 Total Working Liquid Depth (in) <br /> skaw Manufacturer 1 15.56 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 607.001 Dose Tank Capacity(gal) Bear Filter Manufacturer <br /> 15.56 Dose Tank Volume (gal/in) ML3-916 Filter Model Number <br /> skaw precast Manufacturer <br /> Project: GERMAN 3BR MOUND Page 2 of 11 <br />
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