HomeMy WebLinkAbout018-1020-30-000 LOT 07� ,uE
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�sco cons S VALUATION REPORT #1677
Department of Commerce �I 1 N r ce Comm 85, Wis. Adm. Code Page 1 of 3
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Division of Safety and Building�l+
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� Q NTY D County Steel's Soil Service, Inc.
Attach complete site plan on pap -TT9 t x 11 inc sin e. n ust St. Croix
include, but not limited to: vertica An erer► a point (BM), dir ction and
percent slope, scale or dime , sio w and location and distance to nearest road. Parcel I.D.
print all information. _ Pending
Please
p Reviewed y Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
S Zo o S
Property Owner Property Location
Bast, Kernon Govt. Lot na SE1/4, NW1/4, S10, T29N, R17W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
948 Labarge Rd. 7 na Girard Creek Preserve
City State Zip Code Phone Number City Village Town Nearest Road
Hudson WI 1 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 ft-
General comments Mound or At Grade Design. System elevation 98.75ft based on contour line elevation 97.75ft.
and recommendations: Y-
1 7 I Rnrinn It
��
(❑ Ground surface elev. 97.75 ft. Depth to limiting factor 72 in.
Horizon
Depth Dominant Color
Redox Description
Texture Structure Consistence
Boundary
Roots
l
in. Munsell
Qu. Sz. Cont. Color
Gr. Sz. Sh.
1
0-8 10yr3/1
none
sil 2msbk
mfr
cs
if
8-15 10yr4/4
29
none
scl 2msbk
mfr
w
na
3
15-30 10yr4/4
none
sl 2msbk
mfr
gw
na
4
30-72 10yr4/4
none
sl om
mfi
cs
na
5
72-100 10yr4/6
c1d 7.5yr5/6
sc om
ml
na
na
Horizon #5 is wet.
I 3 1 Rnrinn it 1-1
Ground surface elev. 97.75 ft.
Horizon Depth Dominant Color Redox Description Texture
in. Munsell Qu. Sz. Cont. Color
1 0-12 10yr3/1 none sil
2 12-30 ! 10yr4/4 none sicl
Depth to limiting factor 54 ` in
Structure Consistence Boundary Roots
Gr. Sz. Sh.
2msbk mfr cs if
?mr.hk mfr gw na
3 30-54 10yr4/4 none sl om
4 54-86 10yr4/4 c2d 7.5 sl om
1
Horizon #5 is wet.
mfr � cb na
mfi na na
Soil Application Rate
GPD/ft2
*Eff#1 *Eff#2
.6 .8
.4 .6
.2 .6
.2 .6
.0 .0
Soil Application Rate
GPD/ft2
*Eff#1 *Eff#2
.6 .8
.4 .6
.2 .6
.2 .6
* Effluent #1 = BOD s> 30 < 220 mg/L and TSS >30 < 150 m /L * Effluent #2 = BOD5 <30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signatur CST Number
David J. Steel : 1 248956
Address Steels Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 5/2/2005 715-760-0347
;1) {Z k (WI,
I*
Property Owner Bast, Kernon Parcel ID # Pending_
3 Boring # Ll
Ground surface elev. 97.75 ft. Depth to limiting factor 55 in.
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
0-11
10yr3/1
none
A
2msbk
mfr
Cs
1f
.6
.8
2
11-21
10yr4/4
none
scl
2msbk
mfr
gw
na
.4
.6
3
21-55
10yr4/4
none
sl
om
mfr
gw
na
.2
.6
4
55-72
10yr4/4
f1d 7.5 r 6
sl
om
mfi
Cs
na
.2
.6
5
72-96
10yr4/6
none
SC
om
ml
na
na
.0
.0
Horizon #5 is wet.
Boring # 1-1 Depth to limiting factor
(� Ground surface elev. _ _ ft. g In. ISoil 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
Boring # Depth limiting factor
�] Ground surface elev. _ ft. ept to g 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.
40
STEEL'S SOIL SERVICE INC.
David J. Steel
994 200t
CST-POWTSM SE1/4,NW1/4,S10,T29N,R17W Baldwin, W154002
Cell(715) 760-0347
Fax.(715) 684-3449
or may not be suitable for your use.
s were not established at the
Legend N11)1=40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
Kennon Bast
Lic. #248956 Town of Hammond, St. Croix Co.
Girard Creek Preserve
Lot 7
This soil evaluation was conducted to satisfy a zoning requirement, it may
The location of this test may or may not be as shown, as permanent lot line
time the soil test was conducted.
' St.
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