HomeMy WebLinkAbout018-2009-45-000 (2)
7i 1509
Wisconsin Department of Commerce SOIL EVALUATION REPORT
. Page 1 of 3
Division of S Ofety and Buildings Steel's Soil Service, Inc.
in accordance with Comm 85, Wis. Adm. Code
County
Attach mpI sal:; Na on pwr.not less than 8% x 11 inches in size. Plan must St. Croix
indud , but not I ~rtir~li4 d horizont4l reference point (BM), direction and Parcel I.D. perce ,°rmAh~a ft1' and location and distance to nearest road.
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Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / 2 /S'
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot n/a SE 19 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 45 n/a Hillside Heights
City State Zip Code Phone Number J City J Village e Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
01 New Construction Use: 1/ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
I 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 100.07 ft, based on contour line elevation 98.90 ft.
Boring # I Boring
M' Pit Ground Surface elev. 99.00 ft. Depth to limiting factor ? 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 0-12 10yr3/1 none sit 2msbk mfr cs if .6 .8
2 12-18 10yr4/4 none sicl 2msbk mfr Cs n/a .4 .6
3 18-30 10yr4/4 none scl 2msbk mfr gw n/a .4 .6
4 30-60 10yr4/6 c2d7.5yr5/6 scl/sicl om mfi n/a n/a .0 .0
Boring # I Boring
0 Pit Ground Surface elev. 99.00 ft. Depth to limiting factor in. So
F 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 10yr3/1 none sit 2msbk mfr cs if .6 .8
2 9-22 10yr4/4 none sicl 2msbk gw n/a .4 .6
3 22-60 10yr4/6 c2d7.5yr5/6 scl om mfr n/a n/a .0 .0
L
* 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) Signature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/7/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3] Boring # Boring
Pit Ground Surface elev. 97.90 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
1 0-11 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 11-19 10yr4/4 none sicl 2msbk mfr gw n/a .4 .6
3 19-28 10yr4/4 none scl 2msbk mfr gw n/a .4 .6
4 28-50 10yr4/6 c2d7.5yr5/6 scl om mfi n/a n/a .0 .0
❑ Boring # J 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 Rood P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring # J Boring
F-1 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 GPDAt2
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.
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,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 45
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
7 ❑ = Borings
Boring Elevations
B 1 = 99.OOFt
B2 = 99.OOFt
B3 = 97.90Ft
B4 = OO.OOFt
10
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\ \ N.S. 1.83 Ac. /
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\ 1<~ 1.60 Rc- - - - /
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l ALB. 1.58 Ac. - \
ER - F T_H E_ _ LBO
1094.
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