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2005/06/09 - SANITARY - SAN - Other
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TOWN OF TRADE LAKE
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24131
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2005/06/09 - SANITARY - SAN - Other
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Last modified
3/5/2020 4:15:12 PM
Creation date
10/5/2017 11:28:20 AM
Metadata
Fields
Template:
Property Files v2
Document Date
6/9/2005
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
24131
Pin Number
07-034-2-37-18-29-5 05-003-015000
Legacy Pin
034152902600
Municipality
TOWN OF TRADE LAKE
Owner Name
GREGORY & JOY CIPPERLY
Property Address
12514 CHURCH RD
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: sane M(D)calculadons assume a <br /> 200.00 Estimated Wastewater Flow(gpd) Tam 83-44-3 in-situ sd treatment for fecal <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) coifwm of<=36 inches. <br /> 300.00 Design Flow(gpd) <br /> 18.00 Site Slope(%) <br /> 96.00 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 /> 43.001 Dispersal Cell Length Along Contour(ft) = 6.98 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/ft2) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution tJ <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) 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 If/orifice <br /> 2.001 Forcemain Diameter(in) <br /> 23.00 Forcemain Length (ft) Does the forcemain drain back? <br /> 89.10 Pump Tank Elevation(ft) Enter Y or N <br /> 3.25 System Head(ft)x 1.3 3.75 Forcemain Drainback(gal) <br /> 7.90 Vertical Lift(ft) 26.40 5x Void Volume(gal) <br /> 0.26 Friction Loss(ft) 30.16 Minimum Dose Volume(gal) <br /> 11.41 Total Dynamic Head (ft) 22.28 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 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 r7 x <br /> Gallons/inch Calculator(optional) <br /> Treatment Tank Information 512.001 Total Tank Capacity(gal) <br /> 750.001 Septic Tank Capacity(gal) 36.001 Total Working Liquid Depth (in) <br /> SKAW I Manufacturer 14.22 gallin (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 512.001 Dose Tank Capacity(gal) JORENCO Filter Manufacturer <br /> 14.221 Dose Tank Volume(gal/in) [FT0822 Filter Model Number <br /> SKAW Manufacturer <br /> Project: Page 2 of 9 <br />
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