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2023/10/05 - SANITARY - SAN - Repl Mound <24" - SAN-23-186
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2023/10/05 - SANITARY - SAN - Repl Mound <24" - SAN-23-186
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Last modified
12/31/2024 10:00:51 AM
Creation date
12/31/2024 9:52:03 AM
Metadata
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Template:
Property Files v2
Document Date
10/5/2023
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Repl Mound <24"
County Permit Number
SAN-23-186
State Permit Number
654872
Tax ID
11342
Pin Number
07-018-2-39-16-09-1 01-000-011000
Legacy Pin
018330901100
Municipality
TOWN OF MEENON
Owner Name
BRUCE A & CHRISTINE M GIBBS
Property Address
7027 AUSTIN LAKE RD
City
WEBSTER
State
WI
Zip
54893
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Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> All water treatment systems shall be kept out of septic system <br /> Site Information <br /> R Residential or Commercial Design �N ISD Required? <br /> 300.00 Estimated Wastewater Flow(gpd) <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) <br /> 450.00 Design Flow(gpd) <br /> 9.00 Site Slope(%) <br /> 100.40 Installation Contour Line Elevation(ft) <br /> 24.00 Depth to Limiting Factor(in) <br /> 0.80 In-situ Soil Application Rate(gpd/ft2) <br /> 125.00 Contour Length Available(ft) <br /> Distribution Cell Information <br /> 6.50' Cell Width(ft)3.25,6.5 or 9.75 Only 45.00 Designer Input Cell Length(ft) <br /> 2.00 Dispersal Cell Design Loading Rate(gpd/ftz) 45.00 Dispersal Cell Length Required(ft) <br /> 2 Influent Wastewater Quality(1 or 2) <br /> Pressure Distribution Information <br /> E Center or End Manifold Are the laterals the highest point _ <br /> 2 Number of Laterals in the distribution highest <br /> 3.25 Lateral Spacing(ft) network? <br /> 15.01 Forcemain Drainback(gal) If N above, enter the elevation ft <br /> 0.50 Forcemain Filter Loss(ft) of the highest point. <br /> 2.00 Forcemain Diameter(in) <br /> 92.00 Forcemain Length(ft) Does the forcemain drain back? Y <br /> 93.80 Inside Pump Tank Elevation(ft) <br /> 0.250 Orifice Diameter(in)(e.g.0.25) <br /> 3.00 Estimated Orifice Spacing(ft)= 9.75 ft2/orifice <br /> 3.25 System Head(ft)x 1.3 <br /> 7.01 Vertical Lift(ft) <br /> 2.37 Friction Loss(ft) <br /> 13.13 Total Dynamic Head(ft) <br /> 39.82 5x Void Volume(gal) <br /> 54.83 Minimum Dose Volume(gal) <br /> 34.95 System Demand(gpm) <br /> Diameter Selection <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 X <br /> 1.25 2.00 <br /> 1.50 x x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Manufacturer Information " <br /> Treatment Tank Information Effluent Filter Information Optional <br /> 1000.00 1 Septic Tank Capacity al) Isee pump taank Filter Manufacturer <br /> Wieser Concrete Products, Inc. IManufacturer see ump taank Filter Model Number <br /> Dose Tank Information Gallons/Inch Calculator(optional) <br /> _60,0.001 Dose Tank Capacity(gal) Total Tank Capacity(gal) <br /> 11.82 Dose Tank Volume al/in) Total Working Liquid Depth(in) <br /> Wieser Concrete Products, Inc. Manufacturer gal/in(enter result in cell DoseTankVolume) <br /> Project: BRUCE A.&CHRISTINE M. GIBBS Page 2 of 14 <br />
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