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2007/10/31 - SANITARY - SAN - Other
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TOWN OF MEENON
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2007/10/31 - SANITARY - SAN - Other
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Last modified
3/6/2020 1:32:19 AM
Creation date
9/27/2017 11:16:26 PM
Metadata
Fields
Template:
Property Files v2
Document Date
10/31/2007
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
12638
Pin Number
07-018-2-39-16-27-5 15-205-011000
Legacy Pin
018905001100
Municipality
TOWN OF MEENON
Owner Name
JEROME B HACKENMUELLER
Property Address
6593 MIDTOWN RD
City
SIREN
State
WI
Zip
54872
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Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> SltWInformation <br /> (r or c) R Residential or Commercial Design Note: Sand fill(D)calculations assume a <br /> 200.00 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<=36 inches. <br /> 300.00 Design Flow(gpd) <br /> 1.00 Site Slope(%) <br /> 97.80 Contour Line Elevation (ft) <br /> 29.00 Depth to Limiting Factor(in) <br /> 0,70 In-situ Soil Application Rate(gpd/ft2) <br /> Distribution Cell Information <br /> 43.00 Dispersal Cell Length Along Contour(ft) = 6.98 Cell Width (ft) <br /> 1.001 Dispersal Cell Design Loading Rate(gpd/ft2) <br /> 1I Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> Pressure Disribution Information in the distribution y <br /> network? Enter Y or N <br /> (core) E Center or End Manifold <br /> 6.98 3.49 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 3.49 2 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in)(e.g. 0.25) <br /> 2.50 Estimated Orifice Spacing (ft)= 8.83 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 107.00 Forcemain Length (ft) Does the forcemain drain back? -� <br /> 92.00 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head(ft)x 1.3 17.45 Forcemain Drainback(gal) <br /> 5.88 Vertical Lift(ft) 26.40 5x Void Volume(gal) <br /> 1.20 Friction Loss(ft) 43.86 Minimum Dose Volume(gal) <br /> 10.33 Total Dynamic Head (ft) 22.28 System Demand(gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. o tions choice in. dia. options choice <br /> 0.75 1.25 x X <br /> 1.00 1.50 x <br /> 1.25 x X 2.00 <br /> 1.50 x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallonsiinch Calculator(optional) <br /> Treatment Tank Information 512.00 Total Tank Capacity(gal) <br /> 750.00 Septic Tank Capacity(gal) 36.00 Total Working Liquid Depth (in) <br /> SKAW Manufacturer 14.22 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 512.00 Dose Tank Capacity(gal) ZABEL Filter Manufacturer <br /> 14.221 Dose Tank Volume(gal/in) A100Filter Model Number <br /> SKAW Manufacturer <br /> Project: Page 2 of 9 <br />
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