HomeMy WebLinkAbout018-1020-30-000 LOT 04RvECEIVED
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QIL (VALUATION REPORT #1674
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Department of Commerce in accord nce with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Building? �RJIX COUNTY Steel's Soil Service, Inc.
Attach complete site Ian on a e5OF ') E sin size. Plan must County
p p p p ._ St. Croix
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. Parcel I.D.
peJi rn g
Please print all information. RevieWj�d By / D;7z6lo
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
5
Property Owner Property Location
Bast, Kernon Govt. Lot na SE1 , NV\/1/4, S10, T29N, R17W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
948 Labarge Rd. 4 na Girard Creek IDreserve
City State Zip Code Phone Number ❑ City Village Town Nearest Road
Hudson WI 54016 715-386-7775 Hammond Cty Rd T
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement Public or commercial - Describe: na
Parent material Till Plains of end moraines and ground moraines. Flood plain elevation, if applicable na
General comments Mound or At Grade Design. System elevation 98.70ft based on contour line elevation 97.70ft.
and recommendations. _
1, Boring # C1 Boring
❑1 Pit Ground surface elev. 98.20 ft. Depth to limiting factor 44 in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description Texture
Qu. Sz. Cont. Color
Structure
Gr. Sz. Sh.
Consistence Boundary
Roots
GPD/ft2
*Eff#1 *Eff#2
1
2
3
4
0-23
- }
23-36
36-44
44-60 1
10yr3/1
10yr4/4
7.5yr4/4
7.5yr4/4
4
none
- --
none
none
c2d 7.5 r5/6
siI
Sid
scl
SI
2msbk
2msbk
2msbk
om
mfr cs
mfr cs
mfr gw
if
.6
.8
-
.6
.6
.6
1vf
na
.4
.4
mfr
na
na
.2
1 / 1 Rnrinn 4# L Boring
❑ Pit Ground surface elev. 98.20 ft. Depth to limiting factor 48 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-30 10yr3/1 none sil 2msbk mfr CS if .6 .8
2 30-40 i 10yr4/4 none sicl 2msbk l mfr CS, ivf .4 .6
3 40-48 7.5yr4/4 none scl 2msbk mfr ! CS na .4 .6
4 48-60 7.5yr4/4 fif 7.5yr5/6 sl om mfr CS na .2 .6
5 60-72 7.5yr4/6 none j cos osg mvfr n�� na .7 1.6
Horizon #5 is wet.
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signaty _\ CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc.
Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 5/2/2005 715-760-0347
Property Owner Bast, Kernon Parcel ID # pending
` 3 [-I Boring Boring # Ground surface elev. 97.00 ft. Depth to limiting factor 55 /O"in.
V1 Pit
Page 2 of 3
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
*Eff#2
1
0-24
10yr3/1
none
A
2msbk
mfr
Cs
1f
.6
.8
2
24-55
10yr4/4
none
Sid
2msbk
mfr
Cs
na
.4
.6
3
55-72
7.5yr4/4
c2d 7.5yr5/6
sl/Is
om
mfr
na
na
.2
.6
Borin # ❑ Boring
g F-1 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
GPD/ftz
*Eff#1
*Eff#2
1:1Borin # [—] Boring
g I —I 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
GPD/ft2
*Eff#1
*Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS ,i 30 mg/L and TSS <30 mg/L
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) Steel's Soil Service, Inc.
STEEL'S SOIL SERVICE INC.
4,S10,T29N,R17W
ammond,
� St.
Baldwin, WI 54002
St. Croix Co.
Cell(715) 760-0347
David J. Steel Kennon
CST-POWTSM SE1/4,NW1/
Lic. #248956 Town of H
Lot 4
This soil evaluation was conducted to satisfy a zon'
The location of this test may or may not be as sho
Bast 994200
Girard Cre
time the soil test was conducted.
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