HomeMy WebLinkAbout018-2009-14-000
1559
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I 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 t less than 8'% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical a horizontal reference point (BM), direction and
percent slope, scale or dimensions north arro% andlocatiori and distance to nearest road. Parcel I.D. 6:b
Please pi In Reviewed B Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). G
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot n/a NE 1/4 SE 19 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 14 n/a Hillside Heights
City State Zip Code Phone Number _I City J Village w/ Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
01 New Construction Use: 16 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 600
General comments
and recommendations: Mound design, system elevation 104.04 ft. based on contour line elevation 102.70 ft.
Boring # I Boring
16 Pit Ground Surface elev. 103.00 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 0-8 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 8-31 10yr4/4 none scl 2msbk mfr cs na .4 .6
3 31-40 10yr4/4 f1f7.5yr5/6 scl om mfr cs na .0 .0
4 40-52 5yr4/4 f1f7.5yr5/6 sl om mfr cs na .2 .6
5 52-77 10yr6/4 c2d7.5yr5/6 Is osg ml na na .7 1.6
6 77-96 5yr4/4 c2d7.5yr5/6 slAs om mvfr na na .2 .6
Boring # Boring
01 Pit Ground Surface elev. 103.00 ft. Depth to limiting factor 20 in. Sal 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 10-20 10yr4/4 none scl 2msbk mfr cs na .4 .6
3 20-56 5yr4/4 f1f7.5yr5/6 sl om mfi cs na .2 .6
4 56-75 10yr6/4 c2d7.5yr5/6 sclAs om mfi na na .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) ature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/13/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3~ F Boring # Boring
Pit Ground Surface elev. 101.50 ft. Depth to limiting factor 30 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 0-12 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 12-30 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 30-50 10yr4/4 none scl om mfr gw na .0 .0
4 50-75 10yr4/4 c2d7.5yr5/6 scl om mfr na na .0 .0
❑ Boring # J Boring
I Pit Ground Surface elev. ft. 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 # -I Boring
F-1 ] 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
*
Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 -
- BODS <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'h St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 NE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 14
I
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. 100.1 OR
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 103.OOFt
B2 = 103.OOFt
B3 = 101.50Ft
i [ B4 = OO.OOFt
102
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