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1570
q'0IL EVALUATION REPORT Page 1 of 3
Wisconsin Department oCommerce
Division of Safety and ildin s ' I`
Y 9 in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
Attach complete site plan on paper rant de~slhan 8% x 11 i has in size. Plan must County St. Croix
include, but not limited to: vertical and T1or+zottt•-l referen point (BM), direction and Y, 7
percent slope, scale or dimemsions, north arrow, ion and distance to nearest road. Parcel I.D. wrvw-a
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 na SE 1/4 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 24 na Hillside Heights
City State Zip Code Phone Number _f City ' Village 0 Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
e New Construction Use: III Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
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: Conventional system, system elevation 92, 8~ft. Trenches spaced and depth to code 5.00tt below grade.
Boring # J Boring
16 Pit Ground Surface elev. 95.45 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2
1 0-10 10yr3/2 none sit 2msbk mfr cs lvf .6 .8
2 10-24 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 24-51 7.5yr4/4 none sl om mfr cs na .2 .6
4 51-85 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0
5 85-110 7.5yr4/6 none Is osg mvfr na na .7 1.6
Boring # Boring
jo Pit Ground Surface elev. 95.45 ft. Depth to limiting factor 99 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 sit 2msbk mfr cs 1vf .6 .8
2 10-31 10yr4/4 none scl 2msbk mfr cs na .4 .6
3 31-52 7.5yr4/4 none sl F 2msbk mfr gw na 1.0
4 52-99 7.5yr4/6 none fsl 2msbk mfr na na .4 _ .8
` Effluent #1 = BOD5> 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) l nature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/22/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3] Boring # Boring
01 Pit Ground Surface elev. 97.85 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8
2 10-29 10yr4/4 none scl 2msbk mfr gw na .4 .6
3 29-43 7.5yr4/4 none sl 2msbk mfr gw, na .6 1.0
4 43-110 7.5yr4/6 none Is 2msbk mfr na na .7 1.6
F-1 Boring # I Boring
Pit Ground Surface elev. ff. 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
❑ Boring # Boring
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
* Effluent #1 = BOD? 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.
• 3of3
STEEL'S SOIL SERVICE INC.
David J. Steel Cutting Edge Four, LLC 994200 th St.
CST-POWTSM SE1/4,NEl/4,S4,T29N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680
Hillside Heights, Lol 24 Fax.(715) 684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
l" = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.85 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 95.45 ft
B2 = 95.45 ft
B3 = 97.85 ft
B4 = 0.00 ft
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