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Wisconsin Department of Commere SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Coprm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete site plan on per notlessthaa8% x 11 inches in sizes Plan must St. Croix
include, but not limited to: ve ' I and hcgil`prit(tti'9J*t (BM), irection and
percent slope, scale or dimem! 'aim, all a , 11 -ftmi to nearest road. Parcel I.D.
Please print all information. Reviewed By V 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 n/a NE 1/4 SE 114 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976170 TH Street 13 n/a Hillside Heights
City State Zip Code Phone Number City J Village 0 Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
New Construction Use: i/ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ~I Public or commercial - Describe:n/a
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a
General comments
and recommendations: Mound design, system elevation 98.99 ft. based on contour line elevation 97.40ft.
Boring # I Boring
lim Pit Ground Surface elev. 97.80 ft. Depth to limiting factor 31 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 0-12 10yr3/1 none 1 2msbk mfr cs 1f .6 .8
2 12-26 10yr4/4 none scl 2msbk mfr cs 1f .4 .6
3 26-31 7.5yr4/6 none cos 2msbk mfr cs na .7 1.6
4 31-59 5yr4/4 none sl om mfr cs na .2 .6
5 e 59-86 7.5yr4/6 cl d7.5yr5/6 scl/sl om mfr na na .0 .0
Boring # Boring
Sol Pit Ground Surface elev. 97.80 ft. Depth to limiting factor 17 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/1 none I 2msbk mfr cs 1f .6 .8
2 9-17 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6
3 17-41 7.5yr4/4 f1f7.5yr5/6 scl om mfi di na .0 .0
4 41-86 5yr4/4 f1 f7.5yr5/6 sl/scl om mfi n/a na .0 .0
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S30 mg/L and TSS <30 mg/L
CST Name (Please Print) ignature: CST Number I
David J. Steel ~~2- 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/13/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
a Boring # J Boring
Iii! Pit Ground Surface elev. 94.00 ft. Depth to limiting factor 50 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 10-21 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 21-50 7.5yr4/4 2- cos S . osg ml cs n/a .7 1.6
4 50-86 5yr4/4 f1d7.5yr5/6 scl om mfr n/a n/a .0 .0
❑ Boring # -I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
j
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* 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
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 994 200'h 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 13
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
3 a = Alt Benchmark Ele. 100.40Ft
Top of 3/4" pvc pipe
❑ = Borings
6-0 Boring Elevations
,a B 1 = 97.80Ft
B2 = 97.80Ft
l a~ B3 = 94.OOFt
B4 = OO.OOFt
~w
t
15~
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