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2024/08/23 - SANITARY - SAN - Repl Mound >24" - SAN-24-200
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2024/08/23 - SANITARY - SAN - Repl Mound >24" - SAN-24-200
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Last modified
2/12/2025 12:01:10 PM
Creation date
2/12/2025 11:19:56 AM
Metadata
Fields
Template:
Property Files v2
Document Date
8/23/2024
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Repl Mound >24"
County Permit Number
SAN-24-200
State Permit Number
662055
Tax ID
12159
Pin Number
07-018-2-39-16-29-2 03-000-013000
Legacy Pin
018332902800
Municipality
TOWN OF MEENON
Owner Name
ROBERT M & JACQUELYN J MAURER
Property Address
25428 OLD 35
City
WEBSTER
State
WI
Zip
54893
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Mound and Pressure Distribution Component Design <br /> Site Information <br /> (R or C) R1 Residential or Commercial Design !Vote Sand fill(D)calculations assume a <br /> 300.070 Estimated Wastewater Flow(gpd) Table 303-44-3 in-situ soil treatment for <br /> ! u 1.50 Peaking Factor(e.g. 1.5 = 150%) fecal conform of<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 0.00 Site Slope(%) <br /> f v 98.30 Contour Line Elevation (ft) <br /> 27.00 Depth to Limiting Factor(in) <br /> 0.60 In-situ Soil Application Rate (gpolftz) <br /> Distribution Cell Information <br /> 70.00 Dispersal Cell Length Along Contour(ft) = 6 43 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) <br /> ... .. . .. ................ <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution i Y <br /> Pressure Disribution Information network? Enter Y or N <br /> (C or E) E Center or End Manifold <br /> 3.22 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 2 Number of Laterals of the highest point. <br /> 0.156 Orifice Diameter(in) <br /> 2.50 Estimated Orifice Spacing (ft) = 8.04 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 50.01l Forcemain Length (ft) Does the forcemain drain back? Y <br /> 1 0.00 Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head (ft) x 1.3 8.16 Forcemain Drainback (gal) <br /> 16.55 Vertical Lift(ft) 62.92 5x Void Volume(gal) <br /> 0.98 Friction Loss (ft) 71.08 Minimum Dose Volume (gal) <br /> 0.00 In-line Filter Loss (ft) 30.16 System Demand (gpm) <br /> N22.081 Total Dynamic Head (ft) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. op lions choice in. dia. options choice <br /> 0.75 1.25 x <br /> 100 1.50 x x <br /> 1.25 2.00 <br /> 1.50 x x 3.00 <br /> 2.00 x -- <br /> 3.00 x <br /> Wieser 1000 gallon septic tank per Gallons/lnch Calculator(optionah <br /> Designer Treatment Tank Information 'J 2 I Total Tank Capacity(gal) <br /> 4839- septic Tank Capacity(gal) I 001 Total Working Liquid Depth (in) <br /> 8�eva Manufacturer E716NIgalhn (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 800.64 642.001 Dose Tank Capacity(gal) Lifetime Filter Manufacturer <br /> 19.2 %47 Dose Tank Volume (gal/in) LTf18 Filter Model Number <br /> Skaw - -jManuracturer <br /> Project: Page 2 of 7 <br />
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