HomeMy WebLinkAbout106-24 WegenerC "} /VW;" , / . ~\W -(vip\ :/>^-A
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Wisconsin Department of Safety and ProfesstonalServtees '\ ''*.''
Division of Industry Services
SOIL EVALUATION REPORT
Page.-Lo,3
In accordance with SPS 385, Wis. Adm. Code
Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include,
but not limited to: vertical and horizontal reference point (BM), direction and percent slope,
scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s-15.04(1 )(m)).
Property Owner -f- /^ftW K^U^YDOUGLAS & MERLENAWEGENER
CountyBAYFIELD
Parcel I.D.
04-012-2-43-08-25-2 03-000-10(JOO
Reviewed Datew^-a-
E (or) W
Property Location
Govt. Lot Y4 % s 25 T 43 N R 08
Property Owner's Mailing Address41390USHWY63"Srte Address or CSM and Lot #:41540 US HWY 63
CityCABLE StateWl Zip Code54821 Phone Number$12^1792:D CityCABLE D Village B Town Nearest RoadUS HWY 63
•] New Construction Use: B Residential/Numberofbedrooms3_
[_] Replacement
Parent material
Public or commercial - Describe:
Code derived designflow rate450 GPD
Flood Plan elevation if applic?' ' _ft.
General comments and recommendations: SYSTEM ELEVATION 95.50' SIZED AT 0.5
Boring #QBoring 98.25'
~B-]Pit Ground surface etev._ft.
>84" >9125'
Depth to limiting factor_in. / elev._ft.
Horizon
1
2
3
4
Depth
In.
0-12
12-22
22-38
38-84
Dominant ColorMunsell
5YR 3/1
5YR 4/4
5YR 4/4
5YR 4/3
Redox Description
Qu. Az. Cont. Color
Texture
SL
SL
VGRLS
CB COS
Stmcture
Gr. Sz. Sh.
3FGR
2MSBK
OSG
OSG
Consistence
MVFR
MVFR
ML
ML
Boundary
AW
cw
cw
Roots
3VF-M
1F-M
0
0
Soil Application Rate
GPD/Ft2
*Efl#1
0.6
0.6
0.7
0.7
*Efl»2
1.0
1.0
1.6
1.6
Boring #DBoring 98.99'
B]Pit Ground surface elev._ft.
>34" >91.99'
Depth to limiting factor_in. / elev._ft.
Horizon
1
2
3
4
Depth
In.
0-5
5-23
23-45
45-84
Dominant Color
Munsell
5YR 3/2
5YR 3/4
5YR 5/6
5YR 4/4
Redox Description
Qu. Az. Cont. Color
Texture
LS
LS
FS
CB COS
Structure
Gr. Sz. Sh.
3FGR
OSG
OM
OSG
Consistence
MVFR
ML
ML
Boundary
AW
cs
AW
Roots
3VF-F
2F
0
0
Soil Application Rate
GPD/Ft2
*Effiff1
0.7
0.7
0.5
0.7
*Effi»2
1.6
1.6
1.0
1.6
CST Name (Please Print)KEVIN McKINNEY
Address
11130 Leonard School Rd Cable,Wl 54821
^_Si^
-»
Date Evaluation05/25/2024
^t_CST Number224234
Telephone Number715-798-3494
* Effluent #1 = BOD > 30 & 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS £ 30 mg/L SBD-8330(R04/21)
Boring #
2 .3Page '-. of ^
D Bonng
I Pit 99.31'.
Ground surface elev._ft.
>84" >92.31'Depth to limiting factor - in. / elev._ft.
Horizon
1
2
3
4
Depth
In.
0-7
7-26
26-52
52-84
Dominant Cotor
Munsetl
5YR3/1
5YR4/3
5YR 5/6
5YR 4/4
Redox Description
Qu. Az. Cont. Color
Texture
SL
SL
FS
CB COS
Structure
Gr. Sz. Sh.
3FGR
2FSBK
OM
OSG
Consistence
MVFR
MVFR
ML
Boundary
AW
AW
AW
Roots
3VF-F
2F
0
0
Soil Application Rate
GPD/Ft2
*Efl#1
0.6
0.6
0.5
0.7
*Effi»2
1.0
1.0
1.0
1.6
Boring #D BoringD Pit Ground surface etev.__ft.Depth to limiting factor.in. / elev.
Horizon Depth
In.
Dominant Coior
Munsetl
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr. Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Ef?1 *Efl#2
Boring #D BoringD Pit Ground surface elev._ft.Depth to limiting factor.in. / elev.
Horizon Depth
In.
Dominant Color
Munsetl
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr. Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
•Wf *Efl#2
* Effluent #1 = BOD > 30 £ 220 mg/L and TSS > 30 £ 150 mg/L * Effluent K = BOD, <- 30 mg/L and TSS <- 30 mg/L
PAGE 3 OF 3
WEGENER
Bl A
^25'
^3%
AB2
98.99'
PROPOSED
3BEDRM
NO WELL
B3
99.31'A 99'
DOUGLAS & MERLENA WEGENER
41390 US HWY 63
CABLE WI 54821
612-817-9235
PIN 04-012-2-43-08-25-2 03-000-10000
S25T43NR08W
TWON OF CABLE
41540 US HWY 63
BM NAD. AT BASE OF RED PINE 8" DBH
SYSTEM ELEVATION 95.5'
SIZED AT 0.5
0'40'
SCALE 1"= 40'^7-^
BM^
100.0'