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Wisconsin Department of Co erce . , , SOIL EVALUATION REPORT Page I of 3
Division of Safety and Building in accordance withComm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County ~
Attach complete site plann papecpotle6s thenfl'/=it, in Plan must St. Croix "ad
include, but not limited to:ertical &M hdrizohtal'ri'f di o
percent slope, scale or di erosions, north arrow, and I tion n to road. parcel I.D.
P1 se pant aH infgrm~tion
R iewed By Date
Personal information you provide maj- used for"secondary purposes (Privacy Law, s.15.04 (1) (m)). Z Z
Property Owner Property Location
att G'v ' Ccy~ P'cyl-~ Govt. Lot na NE 1/4 NE 1/4 S 16 T 29 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Z f;
1271 140th St 2 na Willow ~g
City State Zip Code Phone Number _j City J Village vj Town Nearest Road
~'S i ;Grange Rd
New Richmond WI 54017 715-381-5277 Hudson y
New Construction Use: 0 Residential / Number of bedrooms 4 ode derived design ow rate 600 GPD
r-
Replacement Public or commercial - Describe:na t
Parent material outwash / C
lood plain elevation, if apply e
General comments
and recommendations: Conventional system, system elevation 9 .50ft. Trenches spaced and depth to code 3.00ft !below gr de
Boring # I Boring
im Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 120 in. Soil Ap cation 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 0-14 10yr3/1 none I 2msbk mfr cs 2f .6 .8
2 14-60 7.5yr4/4 none cos osg ml cs na .7 1.6
3 60-120 7.5yr4/6 none ms osg ml na na .7 1.6
A,0-2-
Boring # Boring
yj Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/1 none I 2msbk mfr cs 1f .6 .8
2 13-56 7.5yr4/4 none cos osg ml cs na .7 1.6
3 56-120 7.5yr4/6 none cos osg ml na na .7 1.6
* 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 11/8/2004 715-684-5680
~ Property Owner Hieb, Matt Parcel ID # Pending Page 2 of 3
3 ] Boring # ~j Boring
M' Pit Ground Surface elev. 89.50 ft. Depth to limiting factor 120 in. Soil Application Rate
F
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 0-17 10yr3/1 none I 2msbk mfr cs 2f .6 .8
2 17-45 7.5yr4/4 none cos osg ml cs na .7 1.6
3 45-120 7.5yr4/6 none cos osg ml na na .7 1.6
Boring # - I Boring
F-1 _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
i
Boring # -I Boring
F-1 _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
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.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Matt Hieb 994200 th St.
CST-POWTSM NE1/4,NE1/4,S16,T29N,R19W Baldwin, Wl 54002
Lic. #248956 Town of Hudson, St. Croix Co. Bus.(715) 684-5680
Willow Falls, Lot 2 Fax.(715) 684-3449
Legend N
1" = 40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.45 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B1 = 98.50 ft
B2 = 98.50 ft
B3 = 89.50 ft
B4 = 0.00 ft
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