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2E 1466
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.
Attach complete site an on County plan 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
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. L?
Please print all infannaiion - ° iewed By DaIt
Personal information you provide m~mispd for sewnd5ry( pu ~'kvacy Law, s. 15.04 (1) (m)). 0 S
Property Owner r Property Location
Eiring, John` i Govt. Lot 5 SE 19 NW 1/4 S 23 30 N R 19 W CSM# 1477North Bay Rd ling Addres Lot 3 Blo a# Subd. Name CSM# Vo .
3 Pg 861 q y l
City State Zip Cade Pfanne Numbef J City _f Village 1,~/ Town Nearest Road
Somerset WI 54025 715-247-3136 St.Joseph 4 11-1 North Bay Rd
sM New Construction Use: 01 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
I Replacement J Public or commercial - Describe:na
Parent material Pitted outwash plains and Stream Terraces Flood plain elevation, if applicable na
General comments
and recommendations: Conventional system, stlem elevation 96.90ft. Trenches spaced and depth to code 3.00ft below ra
c:U tAM ~
Boring # I Boring
1I Pit Ground Surface elev. 99.90 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 none sl 2msbk mfr CS 1f .6 1.0
2 10-26 10yr4/4 none scl 2msbk mfr rs na .4 .6
3 26-96 7.5yr4/4 none Is osg ml na na .7 1.6
Boring # I Boring
0 Pit Ground Surface elev. 96.40 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 none scl 2msbk dfr cs 2vf .4 .6
2 10-36 10yr4/4 none sl 2msbk dfr cs 1f .6 1.0
3 36-96 7.5yr4/4 none Is/sl 2msbk mfr na na .6 1.0
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <.30 mg/L and TSS < 30 mg/L
CST Name (Please Print) S' nature: CST Number
David J. Steel 248956
Address Steel's Soil Service, In Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 7/24/2004 715-684-5680
Property Owner Firing, John Parcel ID # Pending Page 2 of 3
3 ] Boring # Boring
m Pit Ground Surface elev. 92.30 ft. Depth to limiting factor 96 in. Soil Application Rate
F
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 0-11 10yr3/2 none scl 2msbk dfr gw 1 c .4 .6
2 11-25 10yr4/4 none sl 2msbk dfr gw 1 c .6 1.0
3 25-47 7.5yr4/4 none cos osg mvfr Cs na .7 1.6
4 47-96 7.54/4 none sl sl mfr na na .6 1.0
❑ 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
❑ 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 994 200' St.
CST-POWTSM John Eiring Baldwin, WI 54002
Lic. #248956 SE1/4,NW1/4,S23,T30N,R19W Bus.(715) 684-5680
Town of St. Joseph, St. Croix Co. Fax.(715) 684-3449
CSM, Lot 3
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use. The location of this test may or may not be as shown, as permanent lot lines were not established at
the time the soil test was conducted. Legend
1"=40'
lAJ Benchmark Ele. 100_
fop of 3/4" pvc pipe
• Alt Benchmark Ele. 100.1 OR
Top of 3/4" pvc pipe
❑ = Borings
MW Boring Elevations
B 1 = 99.70Ft
B2 = 96.40Ft
\ i B3 = 92.30Ft
B = 00.OOFt
76 PO OVI
01
1 72 ,
1 73'
5-
LSD (.(4/O
• 77886873
VOL PAGE
RfiCiIS OF DfiEDS
ST. CROIx CO. vi
RfiCEIVfiD FOR RECORD
y 11/03/2004 01:30PH
C O n APPROVED CERTIFIED SURVEY MAP
D ST. CROIX COUNTY REC FEE: 15.60
~j Plannino zoning and Parks Committee COPY FEE.- 4.00
Z NOV 0 3 2004 PAGES: 3
s4
m it not recorded whin 30 day- of z
° approval ndate OPP10vat shall be
end Vold BEARINGS ARE REFERENCED TO THE
UNPLATTED LANDS WEST UNE OF THE NWI/4 OF SECTION
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S00'53'1 1'E 2653.76'
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~r SHEET 1 OF 3 SHEETS
Vol 19 Page 4873