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2009/09/25 - SANITARY - SAN - Other
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13615
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2009/09/25 - SANITARY - SAN - Other
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Last modified
3/6/2020 3:06:02 AM
Creation date
10/1/2017 9:58:50 PM
Metadata
Fields
Template:
Property Files v2
Document Date
9/25/2009
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
13615
Pin Number
07-020-2-40-16-23-5 05-006-025000
Legacy Pin
020432308300
Municipality
TOWN OF OAKLAND
Owner Name
JAMES J & LAURA M WARRICK TRUST DTD APR 29 2013
Property Address
28191 S JOHNSON LAKE RD
City
WEBSTER
State
WI
Zip
54893
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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 assumea <br /> 200.00 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<=3s Inches. <br /> 300.00 Design Flow(gpd) <br /> 17.00 Site Slope (%) <br /> 98.00 Contour Line Elevation (ft) <br /> 22.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate (gpd/ft) <br /> Distribution Cell Information <br /> 50.00 Dispersal Cell Length Along Contour(ft) =2 6.00 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate (gpd/ft ) <br /> 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest 2oint <br /> in the distribution � <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) I el Center or End Manifold <br /> 3.001 Lateral Spacing (ft) If N above, enter the elevation(ft) <br /> 21 Number of Laterals of the highest point. <br /> 472.00 <br /> Orifice Diameter(in) (e.g. 0.25) <br /> Estimated Orifice Spacing (ft) = 7.50 ft2/orifice <br /> Forcemain Diameter(in) <br /> Forcemain Length (ft) Does the forcemain drain back? <br /> Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head (ft)x 1.3 17.13 Forcemain Drainback(gal) <br /> 26.67 Vertical Lift (ft) 44.45 5x Void Volume (gal) <br /> 1.10 Friction Loss(ft) 61.58 Minimum Dose Volume (gal) <br /> 32.32 Total Dynamic Head (ft) 21.54 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 1.50 x <br /> 1.25 x 2.00 <br /> 1.50 x x 3.00 <br /> 2.00 z <br /> 3.00 x <br /> Gallons/Inch Calculator(optional) <br /> Treatment Tank Information Total Tank Capacity (gal) <br /> 750.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) <br /> SKAW iManufacturer #VALUE! gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 500.00 Dose Tank Capacity (gal) IBEST Filter Manufacturer <br /> 14.231 Dose Tank Volume (gal/in) LaF 10-8 =Filter Model Number <br /> SKAW IManufacturer <br /> Project: Warrick Mound Page 2 of 8 <br />
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