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2020/04/21 - SANITARY - NPP - Reconnection - NPP-20-03
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2020/04/21 - SANITARY - NPP - Reconnection - NPP-20-03
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Last modified
4/21/2020 12:31:22 PM
Creation date
4/21/2020 12:28:41 PM
Metadata
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Template:
Property Files v2
Document Date
4/21/2020
Document Type 1
SANITARY
Document Type 2
NPP
Document Type 3
Reconnection
County Permit Number
NPP-20-03
Tax ID
18577
Pin Number
07-028-2-40-14-26-5 05-002-018000
Legacy Pin
028412601100
Municipality
TOWN OF SCOTT
Owner Name
DANIEL & PAULA R HISCHER
Property Address
1353 COUNTY RD E
City
SPOONER
State
WI
Zip
54801
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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 /> 100.00 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 /> 150.00 Design Flow(gpd) <br /> 0.50 Site Slope (%) <br /> 101.75 Contour Line Elevation (ft) <br /> 32.00 Depth to Limiting Factor(in) <br /> 0.70 In-situ Soil Application Rate (gpd/ft2) <br /> Distribution Cell Information <br /> 30.00 Dispersal Cell Length Along Contour(ft) = 5.00 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 •oint <br /> in the distribution Y <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) e Center or End Manifold <br /> 2.50 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) (e.g. 0.25) <br /> 3.00 Estimated Orifice Spacing (ft) = 7.50 ft2/orifice <br /> 1.50 Forcemain Diameter(in) <br /> 40.00 Forcemain Length (ft) Does the forcemain drain back? Y <br /> 91.80 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft)x 1.3 3.67 Forcemain Drainback(gal) <br /> 10.37 Vertical Lift (ft) 18.18 5x Void Volume (gal) <br /> 0.68 Friction Loss (ft) 21.85 Minimum Dose Volume (gal) <br /> 14.30 Total Dynamic Head (ft) 13.11 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 <br /> 1.00 x 1.50 <br /> 1.25 x X 2.00 <br /> 1.50 x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallons/Inch Calculator(optional) <br /> Treatment Tank Information 754.35 Total Tank Capacity (gal) <br /> 1250.00 Septic Tank Capacity (gal) 47.00 Total Working Liquid Depth (in) <br /> SKAW PRECAST Manufacturer 16.05 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 754.35 Dose Tank Capacity (gal) Zabel Filter Manufacturer <br /> 16.05 Dose Tank Volume (gal/in) Al 800 Filter Model Number <br /> SKAW PRECAST Manufacturer <br /> Project: Page 2 of 9 <br />
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