HomeMy WebLinkAbout018-2009-28-000
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SOIL EVALUATION REPORT page 1 of 3
Wisconsin Department Commerce
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach compl Re plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix
include, but not mited to:,vertical and horizontal referen0o point (BM), direction and c c J u
percent slope, le or dime-, 0ft north arrow, and lo4ation and distance to nearest road. Parcel I.D.
-P7easprinFett Jnfa=tion. Reviewed By O~Tg _ 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 NE 1/4 NE 19 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 28 n!a Hillside Heights
City State Zip Code Phone Number J City J Village 01 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
_J 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 97.80 ft, based on contour line elevation 96.80 ft.
M 01 Boring # I Boring
Pit Ground Surface elev. 97.30 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
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 11-28 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 8-72 7.5yr4/4 f1f7.5yr5/6 sl om mfi n/a n/a .2 .6
F2 ] Boring # I Boring
L✓J Pit Ground Surface elev. 97.30 ft. Depth to limiting factor 24 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 sil 2msbk mfr cs 1f r.6 .8
2 12-24 10 r4l4 none sicl 2msbk mfr gw n/a 6
3 24-68 7.5yr4/4 f1 f7.5yr5/6 sl om mf n/a n/a .6
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) Signature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/10/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
F3113oring # Boring
W1 Pit Ground Surface elev. 95.30 ft. Depth to limiting factor 37 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stnucture Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-16 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 16-37 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 37-60 7.5yr4/4 f1f7.5yr5/6 sl om mfi n/a n/a .2 .6
F-1 Boring # j 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 GPDW
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 P
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
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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
Llc. #248956 NE1/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 28
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. 98.4OFt
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 97.30Ft
B2 = 97.30Ft
B3 = 95.3OFt
4 778r B4 = OO.OOFt
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