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2016/05/04 - SANITARY - SAN - Other
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TOWN OF WOOD RIVER
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28935
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2016/05/04 - SANITARY - SAN - Other
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Entry Properties
Last modified
3/5/2020 11:37:07 AM
Creation date
9/28/2017 12:26:55 AM
Metadata
Fields
Template:
Property Files v2
Document Date
5/4/2016
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
28935
Pin Number
07-042-2-38-18-24-2 03-000-012000
Legacy Pin
042252402600
Municipality
TOWN OF WOOD RIVER
Owner Name
TIMOTHY L & MARIE DAHLBERG
Property Address
23436 LITTLE WOOD LAKE RD 10930 SURREL 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: Sand fill(D)calculations assume a <br /> 300.00 Estimated Wastewater Flow(gpd) Table 383-443 in-situ soil treatment for <br /> 1.50 Peakipg Factor(e.g. 1.5 = 150%) fecal coliform of<=36 inches. <br /> 450.00 Design'Flow(gpd) <br /> 1.00 Site Slope (%) <br /> 98.20 Contour Line Elevation (ft) <br /> 23.001 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate(gpd/ft2) <br /> Distribution Cell Information <br /> 57.00IRIR s ersajj Cell LengthAlong Contour(ft) = 7.90 Cell Width (ft) <br /> 1.00 �Z erselkbelI Design,Loading Rate (gpd/ft2) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest pint- -� <br /> in the distribution l i <br /> Pressure Disribution Information network? Enter Y or N <br /> (C or E) E Center or End Manifold <br /> 3.95 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 2 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in) <br /> 3.00 Estimated Orifice Spacing (ft)= 11.85 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 120.00 Forcemain Length (ft) Does the forcemain drain back? <br /> 90.50 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 Syste� Head(ft) x 1.3 1 19.57 Forcemain Drainback(gal) <br /> 8.38 Vertical Lift(ft) 50.87 5x Void Volume(gal) <br /> 1.65 Friction Loss(ft) 70.44 Minimum Dose Volume (gal) <br /> 0.00 In-line Filter Loss (ft) 24.90 System Demand (gpm) <br /> 13.27 Total Dynamic Head (ft) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. I options choice <br /> 0.75 I 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 /> Gallons/inch Calculator(optional) <br /> Treatment Tank Information 642.00 Total Tank Capacity(gal) <br /> 1000.001 Septic Tank Capacity(gal) 1 39.001 Total Working Liquid Depth (in) <br /> SKAW Manufacturer 16.46 gallin (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 642.00 Dose Tank Capacity(gal) IZABEL Filter Manufacturer <br /> 16.'61 Dose Tank Volume (gal/in) A100 Filter Model Number <br /> JSkAW Mlanufacturer <br /> Project: TIM DAHLBERG Page 2 of 10 <br />
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