HomeMy WebLinkAbout018-2009-63-000
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Wisconsin Department of Caimerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete site plan on paper not less than 8% z Y4-iaches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance
to nearest road. CJ
Please print all information. Revie d 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 1/4 SE 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 63 n/a Hillside Heights
City State Zip Code Phone Number I City I Village 16 Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
New Construction Use: 401 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: Conventional system, system elevation 95.10 ft. Trenches spaced and depth to code 4.50 ft. below
grade.
Boring # Boring
#I Pit Ground Surface elev. 98.60 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 sit 2msbk mfr cs 1f .6 .8
2 10-17 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6
3 17-53 7.5yr4/4 none slAs 2msbk mfr cs n/a .6 1.0
4 53-110 7.5yr4/6 none Is osg ml n/a n/a .7 1.6
Boring # I Boring
V1 Pit Ground Surface elev. 99.10 ft. Depth to limiting factor 110 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 9-16 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 16-31 7.5yr4/4 none sl 2msbk mfr cs n/a .6 1.0
4 31-110 7.5Yr4/6 none Is os9 ml n/a n/a .7 1.6
< 30 mg/Land TSS <30 mg/L
Effluent #1 = BOD> 30 < 220 mg/L and TSS >30 < 150 mg/L "Effluent #2 = BOD5 -
5
CST Name (Please Print) ignature: CST Number
David J. Steel - i 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/10/2004 715-6845680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3] Boring # Boring
0-1 Pit Ground Surface elev. 100.30 ft. Depth to limiting factor 96 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
1 0-10 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8-
2 10-32 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 32-96 7.5yr4/4 none Is ml mvfr n/a n/a .7 1.6
4 Boring # J Boring
j Pit Ground Surface elev. 100.70 ft. Depth to limiting factor 96 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 0-17 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 I
2 17-36 10yr4/4 none Sid 2msbk mfr cs n/a .4 .6
3 36-96 7.5yr4/4 none cos osg ml n/a n/a .7 1.6
F-1 Boring # I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rabe
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots D
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 <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' St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 SEI/4,SE1/4,S4,T29N,RI7W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 63
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
fib{ f y,~ • = Alt Benchmark Ele. 100.20Ft
Top of 3/4" pvc pipe
❑ = Borings
~t$e~ Boring Elevations
B 1 = 98.60Ft
B2 = 99.108
B3 = 99.60Ft
B4 = OO.OOFt 6 14
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