HomeMy WebLinkAbout008-1004-40-050I
Wisconsin Department of C nterotR ry SO L EVALUATION R A T Page l of f4
Division of Safety and Build in s
in accorda� ith Co m 85, Wis. Adm. Code
> County gat. Croix
Attach complete site plan o paper ndt'less than t3t1` x 11 in s in size. Plan must
include, but not limited to: v 'cal and horizo tal re(elti6ce point BM), direction and Parcel I.D. 008100440050
percent slope, scale or dime sions, l�th'0 ffFl t9 tiobl%Ira _'distance to nearest road. A
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Alan & Anita Juslen Govt. Lot SE 1/4 NE 1/4 S 2 T 28 N R 16 E (or) VV
Property Owner's Mailing Address Lot # Block # Subd. Name or C
2026 80th Ave ;L 7 5 yC/ SI
Proposed lot4 .9 Acres
City State Zip Code Phone Number oCity Village own Nearest Road
Woodville W i 1 54028 ( 7) 5-699-2039 QA- Cty B
New Construction UseE] Residential / Number of bedrooms 4 Code derived design Flow rate 650 GPD
Replacement Public or commercial - Describe:
--- m Flood Plain elevation if applicable ft.
General comments Mound Contour (w43.7
and recommendations: ,/, � /j ,
FBoring # 11 Boring
Q Pit Ground surface elev. 93.7 ft. Depth to limiting factor >40 in.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ft?
'Eff#1
'Eff#2
1
0-5
10YR3/3
---
sil
Imbk
dl
CS
3
0.4c
0.6
2
5-12
10YR3/4
---
sil
I tnpl
di
cs
2
0.4c
0.6
3
12-27
7.5YR4/6
---
SO
2rnbk
dh
cs
-
0.4
0.6
4
2740
7.5YR4/4
---
Icos
0 gr
ml
cS
-
0.7a
1.0
2 Baring # u Boring
� 94.0 26
El Pit Ground surface elev. ft. Depth to limiting factor in.
.^Snit Annliratinn Ratw
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz- Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDW
`Eff#1
"Eff#2
1
0-8
10YR3/3
---
sil
Imbk
di
CS
3
0.4c
0.6
2
8-18
10YR3/4
'—
sil
ell
es
2
0.4c
0.6
3
18-26
7.5YR4/6
---
scl
2rnbk
dh
Cs
-
0.4
0.6
4
>26
7.5YR4/4
fractured bedrock
Effluent #1 = BOO > 30 < 220 mg/L and TSS >30 < 150 mg1L " �ffPuent #2 = BODS < 30 mglL and TSS < 30 mg/L
CST Name (Please Print) _ Signature. CST Number
Thomas W Gedatus I,, lU 962178
Address Date Evaluation Conducted Telephone Number
P.O. Box 263 Woodville, Wise. 54028 5/23/2012 715-684-5166
It
Property Owner Alan & Anita Justen Parcel ID #
3❑ Boring # Boring 90.9
■ pit Ground surface elev. ft.
008100440050
Depth to limiting factor >45in.
2 4
Page of _
Snil Annliratinn Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDfif
*Eff#1
'Eff#2
1
0-10
1 OYR3/3
---
sil
I mbk
dl
cs
3
0.4c
0.6
2
10-17
IOYR3f4
---
sil
Impl
dl
cs
2
0.4c
0.6
3
17-31
7.5YR4f6
---
scl
2mbk
dh
cs
-
0.4
0.6
4
31-45
7.5YR414
---
Icos
Ogr
ml
cs
0.7a
1.0
F-1
Boring # F Boring
pit Ground surface elev. ft. Depth to limiting factor in.
Soil Anraliration Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/
f
"Eff#1
'Eff#2
Boring # F-1
Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM
"Eff#1
I -Eff#2
Effluent #1 = BOD, > 30 < 220 mglL and TSS >30 < 150 mg/L ` Effluent #2 = BOD, < 30 nxft and TSS < 30 mglL
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