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2022/10/12 - SANITARY - SAN - Repl Mound >24" - SAN-22-227
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2022/10/12 - SANITARY - SAN - Repl Mound >24" - SAN-22-227
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Last modified
2/13/2023 2:26:11 PM
Creation date
2/13/2023 2:24:03 PM
Metadata
Fields
Template:
Property Files v2
Document Date
10/12/2022
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Repl Mound >24"
County Permit Number
SAN-22-227
State Permit Number
648620
Tax ID
16367
Pin Number
07-024-2-39-14-35-2 03-000-011000
Legacy Pin
024313501700
Municipality
TOWN OF RUSK
Owner Name
JURIS PLESUMS
Property Address
1732 SLEEPY HOLLOW RD
City
SPOONER
State
WI
Zip
54801
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Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> OR or CI r' Residential or Commercial Design Note. Sand <br /> le 443 fill Dn ca uusal lations assumera <br /> T300.00 Estimated Wastewater Flow(gpd) fecal col,form of<=36 inches <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) <br /> 450 001 Design Flow(gpd) <br /> 1.001 Site Slope(%) <br /> 98.901 Contour Line Elevation(ft) <br /> 30.00i Depth to Limiting Factor(in) <br /> 0.60 In-situ Soil Application Rate(gpd/ft2) <br /> Distribution Cell Information <br /> 60.00 Dispersal Cell Length Along Contour(ft) = 7.50 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/ft2) <br /> 1i Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution Y 1 <br /> Pressure Disribution Information network? Enter Y or N <br /> kC or E) I c; Center or End Manifold <br /> 3.75 Lateral Spacing (ft) If N above, enter the elevation (ft) <br /> 4 Number of Laterals of the highest point. t <br /> 0.188 Orifice Diameter(in) <br /> 2.75 Estimated Orifice Spacing(ft)= 10.23 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 100.00 Forcemain Length(ft) Does the forcemain drain back? Y <br /> 80.00 Pump Tank Elevation(ft) Enter Y or N <br /> 3.25 System Head(ft)x 1.3 16.31 Forcemain Drainback(gal) <br /> 19.23 Vertical Lift(ft) 53.76 5x Void Volume(gal) <br /> 1.80 Friction Loss(ft) 70.07 Minimum Dose Volume(gal) <br /> 0.00 In-line Filter Loss(ft) 28.84 System Demand (gpm) <br /> 24.28 Total Dynamic Head(ft) <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 x x <br /> 1.25 x 2.00 <br /> 1.50 x x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallons/Inch Calculator(optional) <br /> Treatment Tank Information Total Tank Capacity(gal) <br /> 1000.oci Septic Tank Capacity(gal) _ _ Total Working Liquid Depth (in) <br /> Wieser ]Manufacturer gal/in (enter result in cell E349) <br /> Dose Tank Information Effluent Fitter Information <br /> 600 00 Dose Tank Capacity(gal) Pol lock Filter Manufacturer <br /> 11 82 Dose Tank Volume(gal/in) PL 525 Filter Model Number <br /> )Weiser Manufacturer <br /> Project Plenums Page 2 of 7 <br />
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