HomeMy WebLinkAbout018-2009-15-000 (3) y..
2 1558
Wisconsin Department of Commerce `SOIL; EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings { in accordance with CI'omm 85, Wis. Adm. Code Steel's Soil Service, Inc.
r County
Attach complete site plan onVapwmaHessthwr87iT1t'6L~e. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. i L
Please print all information. Reviewed 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 NE 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 15 n/a Hillside Heights
City State Zip Code Phone Number I City J Village 0 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
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 100.25 ft. based on contour line elevation 99.00 ft.
Boring # I Boring
01 Pit Ground Surface elev. 99.50 ft. Depth to limiting factor 21 in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture 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 mvfr cs 1f .6 .8
2 9-21 10yr4/4 none scl 2msbk mfr cs 1vf .4 .6
3 21-35 7.5yr4/4 fld7.5yr5/6 scl om mfr cs na .2 .6
4 35 10yr6/4 f1 d7.5yr5/6 sl/sicl om mfr na na .0 .0
Fil i0i Boring # Boring
Pit Ground Surface elev. 99.50 ft. Depth to limiting factor 110 in. Sol 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 0-11 10yr3/1 none sil 2msbk dfi cs 1f .6 .8
2 11-28 10yr4/4 none scl 2msbk dfi cs na .4 .6
3 28-110 10yr6/4 none sl 2msbk mdfr na na .6 1.0
4 35` _
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S30 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 9/13/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
F3]Boring # Boring
J Pit Ground Surface elev. 96.50 ft. Depth to limiting factor 39 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 1f .6 .8
2 10-29 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 29-39 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0
4 39-110 10yr6/4 c1d7.5yr5/6 sl/sicl om mfr na na .0 .0
Horizon 4 has stratified layers of mottled sicl & sl (wet)
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots QPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ 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
* 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 2001' 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 15
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
y/~.~~ • = Alt Benchmark Ele. 100.1OR
Top of 3/4" pvc pipe
416., hr/~e ❑ =Borings
Boring Elevations
B 1 = 99.50Ft
B2 = 99.50Ft
B3 = 96.5OFt G
B4=00.OOF 3 0
3'
~a ,'tee
LBO _ t100.0~
15 '
J
v
i3 14
J
s
1~ - J
I ~
1
10
r a
J
t