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2008/09/04 - SANITARY - SAN - Other
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TOWN OF TRADE LAKE
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23707
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2008/09/04 - SANITARY - SAN - Other
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Last modified
3/5/2020 3:47:21 PM
Creation date
10/4/2017 2:21:43 AM
Metadata
Fields
Template:
Property Files v2
Document Date
9/4/2008
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
23707
Pin Number
07-034-2-37-18-20-5 05-004-013000
Legacy Pin
034152002320
Municipality
TOWN OF TRADE LAKE
Owner Name
DE FILIPPIS TRUST
Property Address
12471 CEDAR POINT TER
City
GRANTSBURG
State
WI
Zip
54840
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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) Tawe 83-44-3 in-situ soil treatment for fecal <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) coldorm of<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 9.00 Site Slope(%) <br /> 91.00 Contour Line Elevation (ft) <br /> 24.00 Depth to Limiting Factor(in) <br /> 0.60 in-situ Soil Application Rate(gpd/ft?) <br /> Distribution Cell Information <br /> 57.001 Dispersal Cell Length Along Contour(ft) = 7.90 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/fe) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highre-st�po int <br /> in the distribution �J <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) E Center or End Manifold <br /> 7.90 3.95 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 3.95 2 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in)(e.g. 0.25) <br /> 3.00 Estimated Orifice Spacing (ft)= 11.85 fe/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 105.00 Forcemain Length (ft) Does the forcemain drain back? 0 <br /> 80.10 Pump Tank Elevation (ft) Enter Y or N <br /> A16.09 <br /> System Head (ft)x 1.3 17.13 Forcemain Drainback (gal) <br /> Vertical Lift(ft) 50.87 5x Void Volume(gal) <br /> Friction Loss(ft) 68.00 Minimum Dose Volume(gal) <br /> Total Dynamic Head (ft) 24.90 System Demand(gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. I options choice in. dia. options choice <br /> 0.75 1.25 x <br /> 1.00 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 /> Gallonslinch Calculator(optional) <br /> Treatment Tank Information 1 642.001 Total Tank Capacity(gal) <br /> 1000.00 <br /> Septic Tank Capacity(gal) 39.00 Total Working Liquid Depth (in) <br /> SKAW IManufacturer 1 16.461 gaUin(enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 642.001 Dose Tank Capacity(gal) Z EL Fitter Manufacturer <br /> 16.46 Dose Tank Volume(gaUin) A100 Fitter Model Number <br /> SKAW Manufacturer <br /> Project: Page 2 of 9 <br />
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