HomeMy WebLinkAbout018-1020-30-000 LOT 13L'
OIL EVAL ION REPORT #1683
1SCt)l�S/
Department of CommerceRECEIVSn accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel, s Soil Service, Inc.
Attach complete site plan on papei9tAWss thanCounty 11 inches in size. Plan must St. Croix
include but not limited to: vertical rizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow ocation and distance to nearest road. Parcel I.D. 62tf—
., OW Y& 2!�
ij1 e ing
Please R ion.
Reviewed By Date
Personal information you provide r secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Bast, Kernon Govt. Lot na SE1/ , NW1/4, S10, T29N, R17W
Property Owner's Mailing Address Lot # I Block # Subd. Name or CSM#
948 Labarge Rd. 13 na Girard Creek Preserve
City State Zip Code Phone Number ❑ City F Village Town Nearest Road
Hudson WI 54016 715-386-7775 Hammond Cty Rd T
New Construction Use: Ii Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement I Public or commercial - Describe: na
Parent material Till Plains of end moraines and ground moraines. Flood plain elevation, if applicable _ na ft.
General comments Mound Design, system elevation 10�0.50ft based on contour line elevation 99.50ft.
and recommendations:
1 Boring # ❑ Boring
17<1 Pit Ground surface elev. 98.40_ _ ft. Depth to limiting factor 86 `min. Soil Application Rate
Horizon Depth
in.
Dominant Color Redox Description Texture
Munsell Qu. Sz. Cont. Color
Structure Consistenc
Gr. Sz. Sh.
Boundary
Roots GPD/ft2
*Eff#1 *Eff#2
1 0-9
1
2 9-15
3 15-86
10yr3/1
none
sil
Zmsbk mfr
Zmsbk mfr
Zmsbk mfr
a
lc
.6
.8
.6
.6
10yr4/4
5yr4/4
none
none
Sid
scl
cs
lvf
.4
na
na
.4
2 Boring # U Boring
(A Pit Ground surface elev. 98.40 ft. Depth to limiting factor 38 in. Soil Application Rate
Horizon
Depth Dominant Color Redox Description
in. Munsell Qu. Sz. Cont. Color
Texture
Structure Consistence. Boundary Roots
Gr. Sz. Sh.
GPD/ftZ
*Eff#1
*Eff#2
1
2
3
0-14 10yr3/1 none
14-28 10yr4/4 none
28-38 10yr4/4 none
38-50 10yr4/4 f 1f 7.5yr5/6
50-86 10yr4/6 none
I
Sill
Zmsbk
Zmsbk
mfr
mfr
cs 1f
.6
1.0
.6
.6
.6
.0
Sid
gw
na
.4
sl
0m
mfr
gw
na
.2
4
5
sl
0m
mvfr
a
na
.2
sc
0m
mfr
na
na
.0
* Effluent #1 = BOD C-> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODE' < 30 mg/L and TSS <30 mg/L
J J
CST Name (Please Print) Signature, CST Number
David J. Steel �._ ; z �� 248956
Address Steel's Soil Service, Inc.
-" Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 5/2/2005 715-760-0347
ti1M-ti_,- i) (R
Property Owner Bast, Kernon Parcel ID # Pending__ Page 2 of - 3
3 Boring # Boring factor ✓ v
Pit Ground surface elev. 99.70 ft. depth t• limiting 36 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
1
0-12
10yr3/1
none
sil
2msbk
mfr
cs
if
.6
.8
2
12-23
10yr4/4
none
sicl
2msbk
mfr
gw
na
.4
.6
3
23-36
5yr4/4
none
scl
2msbk
om
mfr
mfr
gw
na
.4
.6
.0
4
36-60
5yr4/4
c2d 7.5yr5/6
scl
na
na
.0
Borin # Boring
g (-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
Borin # Boring
g n 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 = BOD5 < 30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
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.
to
STEEL'S SOIL SERVICE INC.
3of3
David J. Steel Kennon Bast 994 200th St.
CST-POWTSM SE1/4,NW1/4,S10,T29N,R17W Baldwin, W1 54002
Lic. #248956 Town of Hammond, St. Croix Co. Cell(715) 760-0347
Girard Creek Preserve Fax.(715) 684-3449
Lot 13
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted. ,
Legend
1"=40'
♦ = Benchmark Ele.
Top of 3/4" pvc pipe
• = Alt Benchmark Ele.
Top of 3/4" pvc pipe
= Borings
Boring Elevations
98.40 ft
98.40 ft
99.70 ft
0.00 ft
N