My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2007/09/24 - SANITARY - SAN - Other - 32589
Burnett-County
>
Property Files
>
TOWN OF DANIELS
>
2551
>
2007/09/24 - SANITARY - SAN - Other - 32589
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2020 6:39:13 PM
Creation date
10/4/2017 6:56:27 PM
Metadata
Fields
Template:
Property Files v2
Document Date
9/24/2007
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
County Permit Number
32589
State Permit Number
486626
Tax ID
2551
Pin Number
07-006-2-38-17-24-1 02-000-011000
Legacy Pin
006242401400
Municipality
TOWN OF DANIELS
Owner Name
DAVID H & VIOLET OLSON LIFE ESTATE EDWARD E ANDERSON HARRY G ANDERSON CINDY L ANDERSON LORI JO KORTUS ROBERT D OLSON
Property Address
8313 WALDORA RD
City
SIREN
State
WI
Zip
54872
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
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 assume a <br /> 300.00 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<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 3.00 Site Slope (%) <br /> 97.30 Contour Line Elevation (ft) <br /> 18.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate(gpd/fe) <br /> Distribution Cell Information <br /> 57.00 Dispersal Cell Length Along Contour(ft) = 7.90 Cell Width (ft) <br /> 1.001 Dispersal Cell Design Loading Rate(gpde) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest oint <br /> in the distribution <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) E Center or End Manifold <br /> 7.90 3.95 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 3.95 2 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in)(e.g. 0.25) <br /> 3.00 Estimated Orifice Spacing (ft) = 11.85 ff/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 7200. Forcemain Length (ft) Does the forcemain drain back? 0 <br /> 88.10 Pump Tank Elevation (ft) Enter Y or N <br /> A14.86 <br /> System Head (ft)x 1.3 M24.90 <br /> Forcemain Drainback(gal) <br /> Vertical Lift(ft) 5x Void Volume(gal) <br /> Friction Loss(ft) Minimum Dose Volume(gal) <br /> Total Dynamic Head (ft) System Demand (gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. option choice in. dia. options I 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 /> Gallonslinch Calculator(optional) <br /> Treatment Tank Information 512.00 Total Tank Capacity(gal) <br /> 1500.00 <br /> Septic Tank Capacity(gal) 36.00 Total Working Liquid Depth (in) <br /> SKAWIWCP IManufacturer 1 14.22 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Fitter Information <br /> 512001 Dose Tank Capacity(gal) ZABEL Filter Manufacturer <br /> 14.22 Dose Tank Volume(gal/in) 7100 Filter Model Number <br /> SKAW IManufacturer <br /> Project: Page 2 of 9 <br />
The URL can be used to link to this page
Your browser does not support the video tag.