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2009/07/22 - SANITARY - SAN - Other
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TOWN OF MEENON
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12449
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2009/07/22 - SANITARY - SAN - Other
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Last modified
3/6/2020 1:19:22 AM
Creation date
9/29/2017 11:22:19 AM
Metadata
Fields
Template:
Property Files v2
Document Date
7/22/2009
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
12449
Pin Number
07-018-2-39-16-35-5 05-004-013000
Legacy Pin
018333502102
Municipality
TOWN OF MEENON
Owner Name
DAVID ALLEN & JOLEEN MARIE HOVER
Property Address
25038 CLAM SHELL LN
City
SIREN
State
WI
Zip
54872
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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 )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<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 2.00 Site Slope (%) <br /> 85.00 Installation Contour Line Elevation (ft) 100.00 Contour Length Available(ft) <br /> 24.00 Depth to Limiting Factor(in) <br /> 0.70 In-situ Soil Application Rate (gpd/ft ) <br /> Distribution Cell Information <br /> 6.001 Cell Width (ft) 3. 4, 6, 7 9 or 10 Only E 75.00 = Dispersal Cell Length (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/ft) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the higheesstto�int -� <br /> in the distribution L J <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) c Center or End Manifold <br /> 3.00 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 4 Number of Laterals of the highest point. <br /> 0.156 Orifice Diameter(in) (e.g. 0.25) <br /> 2.00 Estimated Orifice Spacing (ft)= 6.25 ftz/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 80.00 Forcemain Length (ft) Does the forcemain drain back? <br /> 88.00 Inside Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head (ft)x 1.3 A38.77 <br /> Forcemain Drainback (gal) <br /> 7.50 Vertical Lift(ft) 5x Void Volume (gal) <br /> 2.49 Friction Loss(ft) Minimum Dose Volume (gal) <br /> 14.54 Total Dynamic Head (ft) 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 /> Gallons/Inch Calculator(optional) <br /> Treatment Tank Information Total Tank Capacity (gal) <br /> 1000.00 Se tic Tank Capacity(gal) Total Working Liquid Depth (in) <br /> huffcutt Manufacturer gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 627.061 Dose Tank Capacity(gal) zabel Filter Manufacturer <br /> 14.931 Dose Tank Volume (gal/in) in line Filter Model Number <br /> huffcutt Manufacturer <br /> Project: D. Hover Page 2 of 8 <br />
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