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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety''and Buildings in acco „ ance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete site plan on pia than 8' x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and ho rence point (BM), direction and -
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Reviewed Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot na NE 1/4 SE 114 S 4 T 29 N R 17 W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 55 na Hillside Heights
City State Zip Code Phone Number J City J Village sol Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
01 New Construction Use: 16 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
__j Replacement J Public or commercial - Describe:na
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable na
General comments
and recommendations: Mound Design, system elevation 100.9.,9q based on contour line elevation 99.Wit.
M 16 Boring # Boring
Pit Ground Surface elev. 99.40 ft. Depth to limiting factor 54 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 11-20 10yr4/4 none sic[ 2msbk dfr cs 1vf .4 .6
3 20-44 10yr4/4 none scl 2msbk mfr 9w 1vf .4 .6
4 44-54 7.5yr4/4 none Is/sl 2msbk mfr cs na .6 1.0
5 54-86 7.5yr4/4 c2d 7.5yr5/6 sl/cl om mfi na na .0 .0
Boring # Boring
!o Pit Ground Surface elev. 100.30 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 9-18 10yr414 none sicl 2msbk mfr gw 1vf .4 .6
3 18-28 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6
4 28-54 7.5yr4/6 c2d 7.5yr5/6 Is/cos osg mvfr gw na .7 1.6
5 54-76 7.5yr4/6 c2d 7.5yr5/6 Is/sil om mvfr na na .0 .0
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <.30 mg/L and TSS S.30 mg/L
CST Name (Please Print) gnature: CST Number
David J. Steel - 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/1/2004 715-684-5680
i
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3 ] Boring # Boring
16 Pit Ground Surface elev. 97.20 ft. Depth to limiting factor 17 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 *Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 10-17 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 17-26 7.5yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr cs na .4 .6
4 26-63 7.5yr4/4 c2d 7.5yr5/6 sl/cos om mfr na na .2 .6
Water appered at 63
❑ Boring # Boring
_f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Murrell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # Boring
_j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
it
I
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_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.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 994 200t' St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 NE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 55
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use.
Legend
1" = 40'
♦ = Benchmark Ele. 100.00Ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.30Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 99.40Ft
B2 = 100.30Ft
B3 = 97.20Ft
B4 = OO.OOFt
k
1
D
o ~
a
7is rb
~f
N.B. 1.87 A.
W \ 2 \I 11 1 811170 IS.F
1
/AC.
I Q I.B. 81170 S.F. 01 .86 /
O \ B. 1.861 Ac. o
37226 SF,,
3.15 Ac.
N.B. 43 7 S.F. \ GJ°1 } \ \ 1 I
\ 1~ 6 ~
18/ /
LB "11,094.6' 1714D6 S.F. M.B.
_ - \--6z2 E/ o 1 II1.64 P/c. Il I
X X / \
55/
864601S.F. I I 1 \
/ 1 \ \ \ \ \ 1 1.98 Ac. 1 I 1
I \ N.B. 8640 S.F. I II I 1\8' 1\-g\ S
/ / \ \ \ 1 \ \I \ \ 1 N.B. 1.08 Ac. I 1 \ 1. a5 AG
\ ; 1 I ` I + I 11 " E / I \ N.B. 69\90
I I I X + I - \ N\B. 1.61 lA
o I I I I I ~ I I ~2 06 / I ~
~ t
\ ~71 J~5¢5l I ~'IF• ( I ~ N ~1 I I ~ 1
/pct 1 1 I 1 \
~N B 1 55 Ac 6
INI 452&55 S.F. ° / /16/
x.50 Ac/ 1 s/
NA 1oa 6VS.F.//
~ O~•~ , ~ ~ / / / N.B/'x.48 Ac. 7231 S.F
1-(56~ AC.
N.B. 68465/S/F
LBO = ~JM.0' --N-B71.57 Ac.
9T973 S.F.
\ -211 Ac.
N.B. 91873=
N.B. 211 1
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