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2006/06/26 - SANITARY - SAN - Other
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TOWN OF WOOD RIVER
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28935
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2006/06/26 - SANITARY - SAN - Other
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Last modified
3/5/2020 11:37:06 AM
Creation date
9/29/2017 5:04:17 PM
Metadata
Fields
Template:
Property Files v2
Document Date
6/26/2006
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 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 /> 1.00 Site Slope(%) <br /> 98.40 Contour Line Elevation (ft) <br /> 19.00 Depth to Limiting Factor(in) <br /> 0.60 In-situ Soil Application Rate(gpd/ft) <br /> Distribution Cell Information <br /> 57.00 Dispersal Cell Length Along Contour(ft) = 7.90 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/fe) <br /> 1 I Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution Y <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)= 1T-855fe/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 50.00 Forcemain Length (ft) Does the forcemain drain back? Y <br /> 90.201 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft)x 1.3 8.16 Forcemain Drainback(gal) <br /> 9.12 Vertical Lift(ft) 1 50.87 5x Void Volume(gal) <br /> 0.69 Friction Loss(ft) 59.02 Minimum Dose Volume(gal) <br /> 13.05 Total Dynamic Head (ft) L 24.90 System Demand (gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. options choice <br /> F:- <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 642.00 Total Tank Capacity(gal) <br /> ESKAW000.00 01 Se tic Tank Capacity(gal) 39.00 Total Working Liquid Depth (in) <br /> Manufacturer 16.46 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 642.00 Dose Tank Capacity(gal) ZABEL Filter Manufacturer <br /> 16.46 Dose Tank Volume(gal/in) A100 Filter Model Number <br /> SKAW Manufacturer <br /> Proiect: D'no „f o <br />
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