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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings r m aoc" ,,iv' h Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete site plan on papet not less than 8'% x 11 inches in size. PlIn must St. Croix
include, but not limited to: vertical fnd horizontal reference point ( diredtion and
percent slope, scale or dimemsionS, north ar{0w 9nd."'tion tance to nearest road. Parcel I.D.
c
Please pint all infor►nation. Reviewed Date
Personal information you provide may` used for secondarxpiffi j Aivacy Lavwls.15.04 (1) (m)). sf vh ~-S / 1,~fq
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot n/a SE 1/4 SE 19 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# l d
E976170 TH Street 6 n/a Hillside Heights
City State Zip Code Phone Number I City I Village 0 Town Nearest Road p *7 Cl
Hammond WI 54015 715-796-2793 Hammond Cty Rd
e New Construction Use: 0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement J 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 101.24 ft. based on contour line elevation 99.40 ft.
M Boring # i Boring
Pit Ground Surface elev. 99.90 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 0-10 10yr3/2 none sicl 2msbk mfr cs 2f .6 .8
2 10-15 10yr4/4 none scl 2msbk mfr cs 1f .4 .6
3 15-31 5yr4/4 none sicl 2msbk mfi gw n/a .4 .6
4 31-60 5yr4/4 flf7.5yr5/6 scl om mfi n/a n/a .0 .0
Horizon 4 is wet.
a Boring # .1 Boring
/ Pit Ground Surface elev. 99.90 ft. Depth to limiting factor 16 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 10yr3/2 none sit 2msbk mfr cs 2f .6 .8
2 9-16 5yr4/4 none scl 2msbk mfr gvv 1f .4 .6
3 16-60 5yr4/4 f1f7.5yr5/6 scl/sil om mfi n/a n/a .0 .0
Horizon 3 is wet.
" 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 Prin Signature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/12/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3] Boring # Boring 01 Pit Ground Surface elev. 96.50 ft. Depth to limiting factor 14 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM!
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/1 none sil 2msbk mfr cs 2f .6 .8
2 8-14 10yr4/4 none scl 2msbk mfr gw n/a .4 .6
3 14-60 5yr4/4 f1f7.5yr5/6 scl/si om mfi n/a n/a .0 .0
F-1 Boring # I Boring
_J Pit Ground Surface elev. ft. Depth to limiting factor in. Sod 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
: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 GPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODs> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s
< 30 mg/Land TSS < 30 mg/L
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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 200th St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 SE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 6
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use.
Legend
1" = 407
♦ = Benchmark Ele. 100.00Ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.60Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 99.90Ft
B2 = 99.90Ft
B3 = 96.50Ft
B4 = OO.OOFt
.5
961
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367.43 \ III 1
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