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2024/08/13 - SANITARY - SAN - New Mound <24" - SAN-24-50
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2024/08/13 - SANITARY - SAN - New Mound <24" - SAN-24-50
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Last modified
2/13/2025 11:01:18 AM
Creation date
2/13/2025 10:08:20 AM
Metadata
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Template:
Property Files v2
Document Date
8/13/2024
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
New Mound <24"
County Permit Number
SAN-24-50
State Permit Number
658505
Tax ID
8187
Pin Number
07-012-2-40-15-09-5 15-695-090000
Legacy Pin
012957509000
Municipality
TOWN OF JACKSON
Owner Name
DHI HOLDINGS LLC
Property Address
4773 SETTING SUN DR
City
DANBURY
State
WI
Zip
54830
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Mound and Pressure Distribution Component Design <br /> All shl, <br /> Site Information <br /> R Residential or Commercial Design N ISO Required? <br /> 300.00 Estimated Wastewater Flow(gpd) <br /> 1.50 Peaking Factor(e.g. 1.5=150%) <br /> 450.00 Design Flow(gpd) <br /> 4.00 Site Slope(%) <br /> 98.00 Installation Contour Line Elevation(ft) <br /> 25.00 Depth to Limiting Factor(in) <br /> 1.00 In-situ Soil Application Rate(gpd/ft2) <br /> 70.00 Contour Length Available(ft) <br /> Distribution Cell Information <br /> 6.50 Cell Width(ft) 50.00 Designer Input Cell Length(ft) <br /> 2.00 Dispersal Cell Design Loading Rate(gpd/ft') 45.00 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 /> 7.18 Forcemain Drainback(gal) If N above,enter the elevation ft <br /> 0744.00 <br /> 60 Forcemain Filter Loss(ft) of the highest point. <br /> 00 Forcemain Diameter(in) <br /> --•- <br /> Forcemain Length(ft) Does the forcemain drain ba00 Inside Pump Tank Elevation(ft) <br /> 0.156 Orifice Diameter(in)(e.g. 0.25) <br /> 1.50 Orifice Spacing(ft)= 4.92 ft/orifice <br /> ~� 4.55 System Head(ft)x 1.3 <br /> 8.25 Vertical Lift(ft) <br /> 1.17 Friction Loss(ft) <br /> 14.46 Total Dynamic Head(ft) <br /> 45.08 44-04 5x Void Volume(gal) <br /> sz.2s Minimum Dose Volume(gal) <br /> 35.54 System Demand(gpm) <br /> Diameter Selection W' <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in.dia options �e choice <br /> in.dia. o lions choice <br /> 0.75 1.25 x <br /> 1.00 1.50 x <br /> 1.25 2.00 <br /> x x 300 <br /> J9x <br /> 3.00 1 x <br /> Manufacturer Information <br /> Treatment Tank Information Effluent Filter Information Optional <br /> 1000 00 Septic Tank Capacity(gal) see pump tank Filter Manufacturer <br /> Wieser Concrete Products, Inc. Manufacturer see pump tank Filter Model Number <br /> Dose Tank Information GallonsAnch Calculator(optional) <br /> 650.00 Dose Tank Capacity(gal) Total Tank Capacity(gal) <br /> 17.00 Dose Tank Volume(gauln) Total Working Liquid Depth(in) <br /> Wieser Concrete Products Inc. Manufacturer galtiin(enter result in cell DoseTankVolume) <br /> Project: VOYAGER VILLAGE POA Page 2 of 14 <br />
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