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2022/08/10 - SANITARY - SAN - Repl Mound <24" - SAN-22-127
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2022/08/10 - SANITARY - SAN - Repl Mound <24" - SAN-22-127
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Last modified
1/20/2023 12:15:08 PM
Creation date
1/20/2023 12:10:28 PM
Metadata
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Template:
Property Files v2
Document Date
8/10/2022
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Repl Mound <24"
County Permit Number
SAN-22-127
State Permit Number
646821
Tax ID
14096
Pin Number
07-020-2-40-16-36-5 05-006-013000
Legacy Pin
020433604200
Municipality
TOWN OF OAKLAND
Owner Name
TODD EDWARD RADUNZEL
Property Address
5806 COUNTY RD A
City
WEBSTER
State
WI
Zip
54893
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Mound and Pressure Distribution Component Design 44.40, <br /> Design Worksheet <br /> R Residential or Commercial Design N ISD Required? <br /> 200.00 Estimated Wastewater Flow(gpd) <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) <br /> 300.00 Design Flow(gpd) <br /> 12.00 Site Slope(%) <br /> 97.20 Installation Contour Line Elevation(ft) <br /> 28.00 Depth to Limiting Factor(in) <br /> 0.60 In-situ Soil Application Rate(gpd/ft2) <br /> 66.00 Contour Length Available(ft) <br /> Distribution Cell Information <br /> 6.50 Cell Width(ft)3.25,6.5 or 9.75 Only 30.00 Designer Input Cell Length(ft) <br /> 2.00 Dispersal Cell Design Loading Rate(gpd/ft2) 30.00 Dispersal Cell Length Required(ft) <br /> 2 Influent Wastewater Quality(1 or 2) <br /> Pressure Distribution Information <br /> E Center or End Manifold Are the laterals the highest point <br /> 2 Number of Laterals in the distribution Y <br /> 3.25 Lateral Spacing(ft) network? <br /> 2.45 Forcemain Drainback(gal) If N above,enter the elevation(ft) <br /> 0.50 Forcemain Filter Loss(ft) of the highest point. <br /> 2.00 Forcemain Diameter(in) <br /> 15.00 Forcemain Length(ft) Does the forcemain drain back? Y <br /> 92.00 Inside Pump Tank Elevation(ft) <br /> 0.156 Orifice Diameter(in)(e.g.0.25) <br /> 1.00 Estimated Orifice Spacing(ft)= 3.36 ft2/orifice <br /> 4.55 System Head(ft)x 1.3 <br /> 5.61 Vertical Lift(ft) <br /> 0.31 Friction Loss(ft) <br /> 10.98 Total Dynamic Head(ft) <br /> 25.69 5x Void Volume(gal) <br /> 28.14 Minimum Dose Volume(gal) <br /> 31.23 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 <br /> 1.00 1.50 x X <br /> 1.25 x 2.00 <br /> 1.50 x X 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Manufacturer' nformattoti'" <br /> Treatment Tank Information Effluent Filter Information <br /> 1060.00 Septic Tank Capacity(gal) Tuf-Tite Incorporated Filter Manufacturer <br /> INFILTRATOR Manufacturer EF-6 Filter Model Number <br /> Dose Tank Information Gallons/Inch Calculator(optional) <br /> 1060.00 Dose Tank Capacity(gal) Total Tank Capacity(gal) <br /> SEE CHART Dose Tank Volume(gal/in) Total Working Liquid Depth(in) <br /> INFILTRATOR Manufacturer gal/in(enter result in cell DoseTankVolume) <br /> Project: TODD RADUNZEL Page 2 of 14 <br />
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