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Vis4onsin SOIL EVALUATION REPORT -*i #2137
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' ` ycordance with Comm 85, Wis. Adm. Code ` 1 * Page 1 ,of 3
Department of Commerce
Division of Safety and Buildings d+, t~N V Steel's Soil Service`
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Attach complete site plan on paper notes than 8'Y2A, inches in size. Plan must County Croix
include, but not limited to: vertical and horizont; f jtMience point (BM), direction and
percent slope, scale or dimensions, north, and location and distance to nearest road. Parcel I.D.
_ 2104130000
Please prig igyp.. all information.
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Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
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Property Owner Property Location
Eunice Hop Trust Govt. Lot na NW1/4, SW1/4, S18, T29N, R16W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
939 Hwy 63 na na 5 Acres
City State Zip Code Phone Number City J Village IJ Town Nearest Road
Baldwin WI 54002 715-381-3744 Baldwin Hwy 63
New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement - Public or commercial - Describe: na
Parent material JsB benches and large drainageways of ground Maoraines Flood plain elevation, if applicable na ft.
General comments Mound design, System elevation 100.40ft based on contour line elevation 99,00ft. Minimum 17 inches of ASTM 33 Mound Sand or
and recommendations: adjusted by Designer. AL ~nd4~ S S~Gi'rv 5
y ~ PS3P. 33
Boring
1 Boring #
C Pit Ground surface elev. 95.50 ft. Depth to limiting factor 21 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 0-10 10yr 3/1 none sil 2msbk dsh cs if 0.6 0.8
2 10-21 7.5yr 4/4 none sicl 2msbk dsh cs na 0.4 0.6
3 21-30 7.5yr4/6 none scl 2msbk dh gw na 0.0 0.0
4 30-55 7.5yr 4/6 c2d7.5yr 5/6 sl/scl om na na na .0 .0
F2 Boring # Boring
u Pit Ground surface elev. 98.50 ft. Depth to limiting factor 19 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 0-10 10yr 3/1 none sil 2msbk dsh cs 1c 0.6 0.8
2 10-19 10yr4/4 none sicl 2msbk dsh gw lc 0.4 0.6
3 19-33 7.5yr4/4 none scl om dh gw if 0.0 0.0
4 33-40 7.5yr4/6 c1d7.5yr5/6 sl om mvfr gw na 0.2 0.6
5 40-72 7.5yr4/6 c2d7.5yr5/6 sl/Is om na na na 0.2 0.6
1 to 3 inch thick banding layers of massive sandy loam containing maganize srteaks appear in horizon 5.
* Effluent #1 = BOD5> 30 < 220 m TSS >30 < 150 mg/L ' Effluent #2 = BOD5 S30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signat CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
1699 150th St New Richmond, WI 54017 10/19/2012 715-760-0347
SBD-8330 (R.07/00)
Property Owner Eunice Hop Trust Parcel ID # 002104130000 Page 2 of 3
Boring
3 Boring #
Pit Ground surface elev. 98.50 ft. Depth to limiting factor 21 in. Soil Applicafion,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 0-13 10yr 3/1 none Sil 2msbk dsk cs 2f 0.6 0.8
2 13-21 10yr 4/4 none Sid 2msbk dsh cs na 0.4 0.6
3 21-31 7.5yr4/4 none scl om dh cs na 0.0 0.0
4 31-60 7.5yr5/8 c2d7.5yr 5/6 ms/sl om na na na 0.2 0.6
1 to 3 inch thick massive sandy loam banding layers with maganize streaks are seen in horizons 4.
Boring
F4 ]Boring # Pit Ground surface elev. 99.30 ft. Depth to limiting factor 34 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#t *Eff#2
1 0-15 10yr 3/1 none sil 2msbk dsh cs 2f 0.6 0.8
2 15-34 10yr 4/4 none Sid 2msbk dsk gw if 0.4 0.6
3 34-55 7.5y 5/8 c2d7.5yr 5/6 ms/sl ml/om na na na 0.2 0.6
1 to 3 inch thick massive sandy loam banding layers with maganize streaks are seen in horizons 3.
Boring
Boring # L Pit Ground surface elev. ft. Depth to limiting factor 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
" Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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
SBD-8330 (R.07/00)
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Eunice Hop Trust 1699 150th St
CST-POWTSM NW1/4, SWl/4,S18,T29N,R16W New Richmond. W154017
Lic. #248956 Town of Baldwin, St. Croix Co. Direct 715- 760-0347
5 Acres Fax 715-246-0318
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
1"=40' I
♦ = Benchmark Ele. 100.00 ft
t r top of chicken coop cement footing
SW corner
1 = Borings
Boring Elevations
BI = 95.50 ft
~ B2 = 98.50 ft
B3 = 98.50 ft
B4 = 99.30 ft pf ;,i C~ttcken ccap
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