HomeMy WebLinkAbout018-1020-30-000 LOT 05 (2)IUED
OIL EVALUATION REPORT #1675
Page 1 of 3
t l.-ocation
ccordance with Comm 85, Wis. Adm. Code
Department of omm ��.;
Division of Safe and ftngs! i Z005 Steel's Soil Service, Inc.
County
Attach complete sit plan IT pgpft��)O@WAn 811 inches in size. Plan must St. Croix
include, but not limit d to: `v "Ptal rence point (BM), direction and Parcel I.D.
percent slope, scale and distance to nearest road. U
_ Pg9ding
Please print all information. Revi ed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). S
Property Owner Property Location
Bast, Kernon Govt. Lot na SE 1 4, NW 1 /4, S 10, T29N, R 17W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
948 Labarge Rd. 5 na Girard Creek Preserve
City State Zip Code Phone Number City 'l, Village N Town Nearest Road
Hudson WI 1 54016 1 715-386-7775 Hammond I 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 _ft.
General comments Mound or At Grade Design. Sytem elevation 98.90ft based on contour line elevation 97.90ft.
and recommendations:
1 Boring # [—] Boring /
171 Pit Ground surface elev. 98.20 ft. Depth to limiting factor 44 ✓ 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
0-23
10yr3/1
none
sil
2msbk
mfr
cs
if
.6
.8
2
23-36
10yr4/4
none
Sid
2msbk
mfr
cs
lvf
.4
.6
3
36-44
7.5yr4/4
none
scl
2msbk
mfr
gw
na
.4
.6
4
44-60
7.5yr4/4
c2d 7.5yr5/6
sl
om
mfr
na
na
.2
.6
2 Boring # U Boring �
Pit Ground surface elev. 98.20 ft. Depth to limiting factor 60 in. ISoil Application Ratel
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
0-31
10yr3/1
10yr4/4
none
none
sl
scl
2msbk
2msbk
mfr
cs
if
na
.6
.4
.8
.6
2
31-48
mfr
cs
3
48-60
7.5yr4/4
none
sl
om
mfr
na
na
.2
.6
Horizon # 3 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
;-ST Name (Please Print) - Signature: CST Number
)avid 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
SBD-8330 (K.01/00)
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N
STEEL'S SOIL SERVICE INC.
N
David J. Steel Kennon Bast 994 200th St.
CST-POWTSM SE1/4,NW1/4,S10,T29N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St. Croix Co. Cell(715) 760-0347
Girard Creek Preserve Fax.(715) 684-3449
Lot 5
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. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 99.90 ft
Top of 3/4" pvc pipe
= Borings
Boring Elevations
98.20 ft
98.20 ft
97.50 ft
0.00 ft
L f ANN, ♦ Y
1
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7 1.87 Actos
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