HomeMy WebLinkAbout010-1047-30-025 (2)Fle-Wh
%sconsinOIL EV A ONi-REPORT #1822
Department of Commerceaccordance 85 is. Code Page 1 of
Division of Safety and BuildinSteel's Soil Service, Inc.
County
Attach complete site plan on pap-1-if 6he's in sl Plan mus St. Croix
include, but not limited to: verticaen ,direction andpercent slope, scale or dimensiocation and distance to nearest road. Parcel I.D. /C C, `_ �(1 —02. 5
Please print all information.
Rev y Date
Personal information you provide may he for secondary purposes (Privacy Law, s. 15.04 (1) (m))
Property G Property Location J
avian Construction Govt. Lot na SE1/4TEI /4, S20, T30N, R16W
Property Owner's Mailing Address Lot #
p df+ 9 Block # Sued-idame or GSM#
245 Foster St n tit . - ( madan Concept
City—� State Cod Phone Number 1 city
na A-_ rest Road
Ci Village -�sww-
River Falls 54022 715-425-5338 Emerald 230Th St
on Use: Residential I Number of bedrooms 4 Code derived design flow rate 600
Replacement Public or commercial -Describe: Tia
Parent material Silty sediment and undertying reddish sandy loam Glacial till Flood plain elevation, if applicable
General comments Mound system, system elevation 98.90ft based on contour line elevation 97.90ft.
and recommendations. Aj
Z'! a
na
GPD
ft.
11
V
Boring #
Ground surface elev. 97.10 ft. Depth to limiting factor 70 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description
in. Munsell Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence Boundary Roots GPD/ft2 _
`Etf#1 -Eff#2
1
0-13
10yr3/2
10yr4/4
7.5yr4/4
5yr4/4
7.5yr4/4
none
none
none
sill 2msbk mfr gw
Sid 2msbk mfr gw
grins osg mvfr Cs
sd om na cs
M om na na
2vf
.6 .8
.4 .6
.7 1.6
.0 .0
.2 .6
2 13-33
3 33-70
4 70-81
_
5 81-96
1vf
na
none
na
o
none
na
F2]Bonng #
Ground surface elev. 97.10 ft. Depth to limiting factor 24 in. ISoil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPDI -
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I `Eff#1 -Eff#2
10-13 10yr3/2 none sil 2msbk mfr aw 2vf .6 .8
2 13-24 10yr4/4 none sid 2msbk mfr aw 1vf .4 .6
3 24-50 7.5yr4/4 f1f 7.5yr5/6 st om na gw 1vf .2 6
4 50-72 7.5yr4/4 Qd 7.5yr5/6 sl om na na na .2 .6
_ — —
C1r1UCrlt ff. r - Duu 5+ au LLU rllylL d11U 1 JJ "JU c IDU IIKJ)L I M111UCnt f<'L - DUL15'=.]u ulylL allu 1 JJ : JV 111wi-
CST Name (Please Print) Signature:/ CST Number
David J. Steel 248956
Address Steel's Soil Service, I Date Evaluation Conducted Telephone Number
994 200th St, Baldwin, W154002 12/13/2005 715-760-0347
Property Owner Arnadan Construction Parcel ID # pertding
Page __ 2 of 3
Boring # Ground surface elev. 97.90 ft. Depth to limiting factor 37 �n,
-- Soil Application Rate
Horizon
Depth Dominant Color Redox Description
in. Munsell Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ft2
`Eif#1 •Eff#2
1
0-13
10yr3/2
10yr4/4
none
sil
2msbk
mfr
cs
2vf
.6
.8
.6
.6
.0
2
13-24
none
none
c1d 7.5yr5/6
sid
sl
2msbk
om
mfr
na
gw
! gw
1vf
na
na
.4
3
24-37
7.5yr4/4
5yr4/4
.2
4
37-59
Sd
om
na na
.0
F-1 Boring # Ground surface etev. ft. Depth to limiting factor in
I -- Soil Application Rate
Horizon
Depth
in.
Dominant Color Redox Description
Munsell Qu. Sz, Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots GPD/ft2
'Eff#1 'Eff#2
F-1 Boring # Ground surface elev ft. Depth to limiting factor in Soil Application Rate3
Horizon Depth
in.
Dominant Color Redox Description
Munsell Qu, Sz. Cont. Color
Texture
Structure Consistence
Gr. Sz. Sh•Etf#2
Boundary Roots
i GPD/ t2
i
I
*Effluent #1 = BQD5> 30 < 220 mglL and TSS >30 < 150 mglL ' 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 M 608-264-8777.
Sall-83:30 IR.u7'W1 steers W Service. 1M.
STEEL'S SOIL SERVICE INC.
David J. Steel Amadan Construction 994 2001' St.
CST-POWTSM SEl/4,NEl/4,S20,T30N,R16W Baldwin, WI 54002
Lic. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347
Amadan Concept Lot, 1 Fax 715-684-3449
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
• j Alt Benchmark Ele. 99.85 ft
❑ Top of 3/4" pvc pipe
= Borings
N
3of3