HomeMy WebLinkAbout018-2009-29-000
1531
vwisconsin Department Of Commerce I SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Puildings i"Oordanpe with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
d plet
in size. Plan must Count. C
nclude, bmut riot a pl o:~'re**~ n orftontal ref ricl point (BM), directio arxi t road. Parcelyl.D. S roix
percent slope, scale or ~ h s!x w, and loclawn and distance to Bares
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). - / 3 X
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot n/a NE 1/4 NE 1/4 S 4 T 29 NR 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 29 n/a Hillside Heights
City State Zip Code Phone Number City J Village 0 Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
16 New Construction Use: $M Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement -J 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 99.17ft, based on contour line elevation 97.50.
Boring # I Boring
of Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 41 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 1vf .6 .8
2 8-19 10yr4/4 none sic[ 2msbk mfr cs n/a .4 .6
3 19-41 10yr4/4 none scl 2msbk mfr gw n/a .4 .6
4 41-60 7.5yr4/4 f1f75.yr5/6 slAs om mfr n/a n/a .2 .6
i
❑ Boring # Boring
✓J Pit Ground Surface elev. 97.50 ft. Depth to limiting factor 16 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 0-8 10yr3/2 none sit 2msbk mfr cs 1f .6 .8
2 8-16 10yr4/4 none sicl 2msbk mfr 9w n/a .4 .6
U 3 16-32 10yr4/4 f1f75.yr5/6 scl om mfi gw n/a .0 .0
4 32-42 10yr6/4 f1f75.yr5/6 Is osg mvfr gw n/a .7 1.6
5 42-96 10yr4/4 f1f75.yr5/6 sl om mfi n/a n/a .2 .6
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s30 mg/L and TSS <30 mg/L
CST Name (Please Print) ignature: 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
3] Boring # J Boring
Pit Ground Surface elev. 96.00 ft. Depth to limiting factor 30 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
1 0-9 10yr3/2 none sil 2msbk mfr cs 2f .6 .8
2 9-18 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6
3 18-30 7.5yr4/4 none scl 2msbk mfi 9W n/a .4 .6
4 30-72 7.5yr4/4 f1f75.yr5/6 slAs om mfi n/a n/a .2 .6
❑ Boring # - Boring
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
❑ 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD 5> 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 200t" St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #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 29
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. 99.4017t
Top of 3/4" pvc pipe N
❑ = Borings
Boring Elevations
B 1 = 98.50Ft
B2 = 98.50Ft
/ B3 = 96.OOFt
B4 = 00.OOFt
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