My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2025/06/16 - SANITARY - CST - Soil Test - CST-25-87
Burnett-County
>
Property Files
>
TOWN OF WEST MARSHLAND
>
33924
>
2025/06/16 - SANITARY - CST - Soil Test - CST-25-87
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/16/2025 4:00:13 PM
Creation date
6/16/2025 3:56:54 PM
Metadata
Fields
Template:
Property Files v2
Document Date
6/16/2025
Document Type 1
SANITARY
Document Type 2
CST
Document Type 3
Soil Test
County Permit Number
CST-25-87
Tax ID
33924
Pin Number
07-040-2-39-19-33-4 02-000-011200
Municipality
TOWN OF WEST MARSHLAND
Owner Name
DOUGLAS & KATHRYN OMAN
Property Address
24968 GILE RD
City
GRANTSBURG
State
WI
Zip
54840
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
3
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
Property Owner Douglas&Kathryn Oman Parcel ID# 07-040-2-39-19-33-4 02-000- Page 2 of 3 <br /> ❑ Boring <br /> Boring# Pit Ground surface elev. 99.00 ft. Depth to limiting factor <br /> 3 27 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 Eff#2 <br /> 1 0-4 5YR2.5/2 Ifs ifgr mvfr cs 3f-m 0.5 1.0 <br /> 2 4-12 5YR3/4 Ifs Osg MI gs 3f-m 0.5 1.0 <br /> 3 12-22 5YR4/3 fs Osg ml gs 2f-co 0.5 1.0 <br /> 4 22-27 SYR4/4 Ifs Osg ml gs 2f-co 0.5 1.0 <br /> 5 27-41 5YR4/8 c2d 5YR5/8 fs Osg ml --- if-m 0.5 1.0 <br /> j Boring <br /> 4 Boring# Pit Ground surface elev. ___ 101.24 ft. Depth to limiting factor 43 _in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 0-4 5YR2.5/2 Ifs ifgr mvfr Cs 3f-m 0.5 1.0 <br /> 2 4-19 5YR3/4 Ifs Osg ml gs 3f-co 0.5 1.0 <br /> 3 19-43 5YR4/3 s Osg ml gs 3f-co 0.7 1.6 <br /> 4 43-54 5YR5/4 c2d 5YR5/8 s Osg ml --- 2f-m 0.7 1.6 <br /> Privy Boring Place a minimum of 24"of clean sand over <br /> over the site <br /> ' base o e o cratea privy a k it depth of 31" Max privy depth to insure the 3 ft. <br /> Boring <br /> Boring# Pit Ground surface elev. ft. Depth to limiting factor in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munseli Qu.Sz.Cont.Color Gr.Sz.Sh. `Eff#1 *Eff#2 <br /> *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L <br /> Keith Stoner CST <br /> SBD-8330Test(R.07/13) <br />
The URL can be used to link to this page
Your browser does not support the video tag.