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Wisconsin Departmt#nt of Commerce Y SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and, Buildings In accorcnce with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete site plan on paper n6lless 4 X11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Reviewed By 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 SE 114 NE 1/4 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 42 n/a Hillside Heights
City State Zip Code Phone Number J City J Village a Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
~f New Construction Use: ib 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 101.80 ft, based on contour line elevation 100.80 ft.
M Boring # I Boring
0 Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 26 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 0-16 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 16-26 10yr4/4 none scl 2msbk mfr cs n /a .4 .6
3 26-60 10yr6/4 c2d 7.5yr5/6 siclAs om mfr n/a /a .0 .0
Boring # I Boring
Ism Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 110 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 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 10-26 10yr4/4 none scl 2msbk mfr cs n/a .4 .6
3 26-53 7.5yr4/4 none sl 2msbk mfr gw n/a .6 1.0
4 53-110 10yr6/4 none Is osg mfr n/a n/a .7 1.0
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <30 mg/L and TSS S30 mg/L
CST Name (Please Print) Sign e: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/7/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
31 Boring # Boring
V1 Pit Ground Surface elev. 10 00 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2
1 0-9 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 9-24 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6
3 24-47 7.5yr4/4 c2d7.5yr5/6 sl/scl om mfr gw n/a .0 .0
4 47-60 10yr6/4 c2d7.5yr5/6 sicl/scl om mfi n/a n/a .0 .0
❑ Boring # 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
❑ 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 7S_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.
STEEL'S SOIL SERVICE INC. Page 3 of 3
David J. Steel 994 200' St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 SE1/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 42
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. 99.5OFt
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations I
B 1 = 99.OOFt
B2 = 99.OOFt
B3 = 10).7017t
B4 = OO.OOFt
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