HomeMy WebLinkAbout018-2009-10-000
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Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 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 not less than 8'% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. / ~e ' U CJU
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / ~-s
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 10 n/a Hillside Heights
City State Zip Code Phone Number j City I Village of Town Nearest Road
Hammond ( WI 54015 715-796-2793 Hammond Cty Rd T
01 New Construction Use: AM Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
I Replacement 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 99.89 ft. based on contour line elevation 98.80 ft.
Boring # Boring
Pit Ground Surface elev. 99.10 ft. Depth to limiting factor 37 in. Sod Application Rate
f n Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 PD/ftlEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-9 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
9-22 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 22-37 7.5yr4/4 none sl 2msbk mfr gw n/a .6 1.0
4 37-60 10yr4/4 f1f7.5yr5/6 scl om mfr n/a n/a .0 .0
M Boring # Boring
tI Pit Ground Surface elev. 99.10 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 PDKt;E
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 10-23 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 23-43 5yr4/4 none sl om mfi gw n/a .2 .6
4 43-60 10yr4/4 none scl 2msbk mfr cs n/a .4 .6
5 60-110 7.5yr4/4 none cos osg mvfr n/a n/a .7 1.6
" 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
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 9/12/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3] Boring # Boring
1 Pit Ground Surface elev. 98.00 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots Gl?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/1 none sil 2msbk mfr cs 1f F.6 .8
2 9-24 10yr4/4 none Sid 2msbk mfi gw 1vf .6
3 24-65 5yr4/4 f1f7.5yr5/6 scl om om n/a n/a .0
Boring # -I Boring
❑ _f 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 # 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 GPDM
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.
r
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 994 200'' St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 NE1/4,SE1/4,S4,T29N,1t17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 10
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. 100.25Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 99. 1017t
B2 = 99.1OR
B3 = 98.OOFt
~p~CY B4 = OO.OOFt
CT
t
s~
a-~2
k 4 I l 17 " \ \ 1\367.43\
I { i 70 7l4 ~S'P. \ 7 ,18' \ 288.2
RC` c
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a.
~N. B. -4-.151 Ae
~~~~~~~~5~// / IX 75151'x:
\J 1.73 Ac.
N.B.-7 5,1_51 S.F.
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1 \ 51.6 S. F N.1% J.56 Ac. - \
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