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2014/12/11 - SANITARY - SAN - Other - SAN-14-200
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2014/12/11 - SANITARY - SAN - Other - SAN-14-200
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Last modified
3/5/2020 6:29:52 PM
Creation date
10/6/2017 1:31:09 AM
Metadata
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Template:
Property Files v2
Document Date
12/11/2014
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
County Permit Number
SAN-14-200
State Permit Number
577371
Tax ID
2305
Pin Number
07-006-2-38-17-18-2 03-000-012000
Legacy Pin
006241802000
Municipality
TOWN OF DANIELS
Owner Name
DALE & JOAN MADSEN KIRCHNER
Property Address
23802 RANGE LINE RD
City
SIREN
State
WI
Zip
54872
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Mounds'and Pressure Distribution Component Design <br /> Design Worksheet <br /> site Information <br /> (R or C) R Residential or Commercial Design Note: sena fin(o)cakwations assomea <br /> 300.00 Estimated Wastewater Flow(gpd) Tab Is 383443 in-situ soil treatment for <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) fecal coliform of c 36 inches. <br /> 450.00 (Design Flow(gpd) <br /> 1.00 Site Slope(%) <br /> 100.00 Contour Line Elevation (ft) <br /> 18.00 Depth to Limiting Factor(in) <br /> 0.40 In-situ Soil Application Rate (gpd/ffT) <br /> Distribution Cell Information <br /> 64.50 Dispersal Cell Length Along Contour(ft) = 6.98 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/ft) <br /> 11 Influent Wastewater Quality(1 or 2) Are the laterals the highreessttoint-� <br /> in the distribution Y <br /> Pressure Distribution Information network? Enter Y or N <br /> (C or E) E Center or End Manifold <br /> 3.49 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) = f 10.23 ffz/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 80.00 Forcemain Length (ft) Does the forcemain drain back? �Y <br /> 91.50 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 iSystem Head(ft)x 1:3 13.05 Forcemain Drainback (gal) <br /> 9.59 Vertical Lift(ft) 57.80 5x Void Volume (gal) <br /> 1.44 Friction Loss(ft) 70.85 Minimum Dose Volume(gal) <br /> 2.00 In-line Filter Loss (ft) 28.84 System Demand (gpm) <br /> 16.28 Total Dynamic Head (ft) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. *,onscloce in. dia. o tions choice <br /> 0.751.251.001.501.252.00 <br /> 1.503.00 <br /> 2.003.00 <br /> Gallonsllnch Calculator(optional) <br /> Treatment Tank Information F 750.00 Total Tank Capacity(gal) <br /> 2000.001 Septic Tank Capacity(gal) 1 43.501 Total Working Liquid Depth (in) <br /> SKAW IManufacturer 17.24 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 750.00 Dose Tank Capacity(gal) ISIMTEC Filter Manufacturer <br /> 17.24 Dose Tank Volume (gal/in) STF100 Filter Model Number <br /> CMC IPiI I ili Manufact6rer <br /> Project: DALE KIRCHNER Page 2 of 10 <br />
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