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Wisconsin Department of GommerCe SOIL EVALUATION REPORT Page t of 3
Division of Safety and Buil ings in with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
accordance w
County
Attach complete site Mauri not"fh~a8'%x 11 inch ~'ss in s¢e. Plan must St. Croix
include, but not limited to: verti gtreri~crrtal.he(rence p nt (BM), direction and
percent slope, scale or dimensions, north arrow, and loca'tRli~and distance to nearest road. Parcel I.D.
Please print all information. Reviewed By Date
Personal infomiation 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 1/4 NE 1/4 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # Blol/a k # Subd. Name or CSM#
E976 170 TH Street 51 Hillside Heights
City State Zip Code Phone Number .J City J Village looll Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond City Rd T
01 New Construction Use: V1 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement 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 98.55 ft. based on contour line elevation 97.30 ft.
M 0 Boring # Boring
Pit Ground Surface elev. 98.10 ft. Depth to limiting factor 21 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 sit 2msbk mfr cs 1f .6 .8
2 9-21 10yr4/4 none sicl 2msbk mfr os 1vf .4 .6
3 21-60 5yr4/4 c2d7.5yr5/6 cl/sl om mfr n/a n/a .0 .0
L
M Boring # I Boring
V1 Pit Ground Surface elev. 98.10 ft. Depth to limiting factor 34 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 0-8 10yr3/1 none I 2msbk mfr cs 1f .6 .8
2 8-24 10yr4/4 none scl 2msbk mfr gw 1f .4 .6
3 24-34 7.5yr4/4 none sins 2msbk mfr gw n/a .6 1.0
4 34-60 5yr4/4 c2d7.5yr5/6 scl om mfr n/a n/a .0 .0
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS < 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 9/10/2004 715-684-5680
F
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
]Boring # Boring
pit Ground Surface elev. 94.90 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/1 none Sill 2msbk mfr CS 1f .6 .8
2 8-24 10yr4/4 none scl 2msbk mfr gw n/a .4 .6
3 24-45 10yr4/4 f1f7.5yr5/6 sl 2msbk mfr gw n/a .6 1.0
4 45-72 5yr4/4 c2d7.5yr5/6 scl om mfr n/a n/a .0 .0
❑ Boring # Boring
J 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
❑ 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 QPDW
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.
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 51
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. 99.7517t
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
02/ ~(j' u PS B 1= 98. MR
B2 = 98.1 OR
6 7S B3 = 94.90Ft
B4 = OO.OOFt
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57226 SSF.,
3.15 Ac. \
023T .F., N.B. 6]61 sue. N.B. 43 7 S.F.
AB. 1.58 Ac.
C E F3 T-E LBO 094.0 \
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LBO-=-1094.0'
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