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2016/03/17 - SANITARY - SAN - Other (3)
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2016/03/17 - SANITARY - SAN - Other (3)
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Entry Properties
Last modified
3/6/2020 3:30:28 AM
Creation date
12/7/2017 2:19:37 PM
Metadata
Fields
Template:
Property Files v2
Document Date
3/17/2016
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
13951
Pin Number
07-020-2-40-16-33-5 05-003-012000
Legacy Pin
020433305600
Municipality
TOWN OF OAKLAND
Owner Name
HERZL CAMP ASSOC INC
Property Address
7260 MICKEY SMITH PKWY
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) C Residential or Commercial Design Note: Sand FII(D)calculations assume a <br /> 800.00 Estimated Wastewater Flow(gpd) Table 63443 in-situ soil treatment for <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) fecal collform of<=36 inches. <br /> 1200.00 Design Flow(gpd) <br /> 1.00 Site Slope(%) <br /> 96.90 Contour Line Elevation (ft) <br /> 32.001 Depth to Limiting Factor(in) <br /> 0.70 In-situ Soil Application Rate(gpd/ft <br /> 2) <br /> Distribution Cell Information <br /> 120.001 Dispersal Cell Length Along Contour(ft) F 10.00 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 point � <br /> in the distribution l_►_J <br /> Pressure Disribution Information network? Enter Y or N <br /> (C or E) C Center or End Manifold <br /> 3.33 Lateral Spacing(ft) If N above, enter the elevation ft <br /> 6 Number of Laterals of the highest point. <br /> 0.156 Orifice Diameter(in) <br /> 3.50 Estimated Orifice Spacing(ft) = 11.76 ftZ/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 505.00 Forcemain Length (ft) Does the forcemain drain back? <br /> 90.301 Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head (ft)x 1.3 A54.93 <br /> Forcemain Drainback(gal) <br /> 7.02 Vertical Lift(ft) 5x Void Volume (gal) <br /> 29.97 Friction Loss (ft) Minimum Dose Volume(gal) <br /> 0.00 In-line Filter Loss (ft) System Demand (gpm) <br /> 41.53 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 <br /> 1.00 1.50 <br /> 1.25 x X 2.00 x x <br /> 1.50 x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallonslinch Calculator(optional) <br /> Treatment Tank Information 1034,001 Total Tank Capacity(gal) <br /> 5184.001 Septic Tank Capacity (gal) 36.50 Total Working Liquid Depth(in) <br /> SKAW _Manufacturer 28.33 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 1000.00 Dose Tank Capacity(gal)) ZABEL -�Filter Manufacturer <br /> 28.33 Dose Tank Volume al/in A-100 Filter Model Number <br /> SKAW Manufacturer <br /> Project: HERZL CAMP Page 2 of 10 <br />
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