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2005/04/06 - SANITARY - SAN - Other
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TOWN OF TRADE LAKE
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24377
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2005/04/06 - SANITARY - SAN - Other
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Last modified
3/5/2020 4:26:11 PM
Creation date
9/27/2017 10:03:29 PM
Metadata
Fields
Template:
Property Files v2
Document Date
4/6/2005
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
24377
Pin Number
07-034-2-37-18-21-5 15-436-019000
Legacy Pin
034902001900
Municipality
TOWN OF TRADE LAKE
Owner Name
WENDY HAGELIN
Property Address
20961 SUNSET LANDING DR
City
FREDERIC
State
WI
Zip
54837
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Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> (r or c) R Residential or Commercial Design Note: Sand fill(D)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 /> 18.00 Site Slope(%) <br /> 101.0011 Contour Line Elevation (ft) <br /> 18.00 Depth to Limiting Factor(in) <br /> 0.60 In-situ Soil Application Rate(gpd/ft2) <br /> Distribution Cell information <br /> 75.00 Dispersal Cell Length Along Contour(ft) = 6.00 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/ft2) <br /> 1 I Influent Wastewater Quality(1 or 2) Are the laterals the high�-esstoi�nt <br /> in the distribution u <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 /> 2.33 Estimated Orifice Spacing (ft)= 7.03 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 125.00il Forcemain Length (ft) Does the forcemain drain back? 0 <br /> 89.001 Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head (ft)x 1.3 20.39 Forcemain Drainback(gal) <br /> 13.00 Vertical Lift(ft) 67.41 5x Void Volume(gal) <br /> 3.13 Friction Loss(ft) 87.80 Minimum Dose Volume(gal) <br /> 20.68 Total Dynamic Head (ft) L34.46 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 <br /> 1.00 x 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 /> 1000.001 Septic Tank Capacity(gal) Total Working Liquid Depth (in) <br /> Wieser Concrete IManufacturer gain (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 602.8211 Dose Tank Capacity(gal) JZabef Filter Manufacturer <br /> ---1-1--.8721 Dose Tank Volume(gal/in) A-100 Filter Model Number <br /> Wieser Concrete Manufacturer <br /> Project: Todd and Laura Knutson Mound Page 2 of 8 <br />
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