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2014/02/14 - SANITARY - SAN - Other
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TOWN OF WOOD RIVER
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28993
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2014/02/14 - SANITARY - SAN - Other
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Last modified
3/5/2020 11:38:32 AM
Creation date
10/5/2017 9:38:48 AM
Metadata
Fields
Template:
Property Files v2
Document Date
2/14/2014
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
28993
Pin Number
07-042-2-38-18-25-5 05-006-026000
Legacy Pin
042252504500
Municipality
TOWN OF WOOD RIVER
Owner Name
TERRI M STELLRECHT
Property Address
22905 WOOD LAKE DR
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: Sandifill(D)oalculations aasvma a <br /> 100.00 Estimated Wastewater Flow(gpd) Table 383-44-3 in-situ soil treatment for <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) feral mlifom of<=3e inches. <br /> 450.00 Design Flow(gpd) <br /> 2.00 Site Slope(%) <br /> 97.00 Contour Line Elevation (ft) <br /> 20.00 Depth to Limiting Factor(in) <br /> 0.60 In-situ Soil Application Rate(gpd/ftz) <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/ftp) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution 0 <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 fe/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 55.00 Forcemain Length(ft) Does the forcemain drain back? YO <br /> 90.50 Pump Tank Elevation(ft) Enter Y or N <br /> 3.25 System Head (ft)x 1.3 8.97 Forcemain Drainback (gal) <br /> 7.43 Vertical Lift(ft) 50.87 5x Void Volume(gal) <br /> 0.76 Friction Loss(ft) 59.84 Minimum Dose Volume(gal) <br /> 0.00 In-line Filter Loss(ft) 24.90 System Demand (gpm) <br /> 11.43 Total Dynamic Head(ft) <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 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 /> Gallonsllnch Calculator(optional) <br /> Treatment Tank Information 652.00 Total Tank Capacity(gal) <br /> 1000.001 Septic Tank Capacity(gal) 38.00 Total Working Liquid Depth (in) <br /> CMC Manufacturer 17.16 11 gal/in (enter result in cell B49) <br /> Dose Tank Information Ef0uent Filter Information <br /> 652.001 Dose Tank Capacity(gal) IZABEL Filter Manufacturer <br /> 17.16 Dose Tank Volume(gaUn) IA100 JFilter Model Number <br /> CMC Manufacturer <br /> Project: ROBERT STELLRECHT Page 2 of 10 <br />
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