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1464
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
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. O
~qd
Please print all information Re iewed By Date
C
Personal information you provide m ` for s l~re$ aw, a 1.04 (1) (m)).a1w
Property Owner `ID
Eiring, John Property Location
st Govt. Lot 5 SE 1/4 NW 1/4 S 23 T 30 N R 19 W
Property Owners Mailing Address Lot # Block # Subd. Name r CSM# 3
1477North Bay Rd 1 na CSM# Vol. MAL1
City State Z Code PhoneTNumber City J Village V1, Town "Nearest Road
Somerset i WI 5402FF "715:247-31'36" St.Joseph North Bay Rd
j New Construction Use: ! Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
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: Mound design. System elevation 99.50ft Based on contour line elevation 98.50ft
M Boring # ! Boring
} Pit Ground Surface elev. 99.10 ft. Depth to limiting factor 42 in. Sal 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 10yr3/2 none sl 2msbk dfr gw 2c .6)
2 10-42 10yr4/4 none sicl 2msbk dfr gw 1C .4 .6
3 42-68 5yr4/4 fl f7.5yr5/6 sl om dfi Cs na .2 .6
4 68-96 7.5yr4/6 none vfsl om dfr na na .2 .5
Boring # Boring
!m Pit Ground Surface elev. 99.10 ft. Depth to limiting factor 30 in. Sal 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 0-24 10yr3/2 none sl 2msbk dfr gw 1f .6 1.0
2 24-30 10yr4/4 none sl 2msbk dfr gw na .6 1.0
3 30-62 5yr4/4 c2d 7.5yr5/6 cos osg ml gw na .7 1.6
4 62-86 7.5yr4/6 f1f 7.5yr5/6 sl om mfi na na .2 .6
* Effluent #1 = BOD5> 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) Signatur CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 7/24/2004 715-684-5680
l
Property Owner Eiring, John Parcel ID # Pending Page 2 of 3
3] Boring # i Boring
Pit Ground Surface elev. 96.60 ft. Depth to limiting factor 331. 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 0-11 10yr3/2 none I 2msbk dfr cs 1c .6 .8
2 11-21 10yr5/4 none sl 2msbk dfr cs IC .6 1.0
3 21-33 10yr4/4 none Sid 2msbk mfr gw 1C .4 .6
4 33-46 10yr4/4 f 1 d 7.5yr5/& Sid 2msbk mfr gw na .4 .6
5 46-62 5yr4/4 f1f 7.5yr5/6 sl om mfi CS na .2 .6
6 62-85 7.5yr4/4 none vfsl om dfr na na .2 .5
F-1 Boring # I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sod 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 # I 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 = 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.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David I Steel 994 200t' 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 I
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' 1-1
Benchmark Ele. 100.0 t
Top of 3/4" pvc pipe
Alt Benchmark Ele. 99.90Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 99.10Ft
B2 = 99.108
B3 = 96.60Ft
B4 = OO.OOFt
p~
570
LN
h
7Z
r I
77'8886873
VOL KA 9119 PA a y1AL~A-----
REGISTER OF DEEDS
ST. CROIR CO. W.,
n iii03~2 01E~ M
APPROVED
ST. clzolx COUNTY CERTIFIED SIM VEY MAP
Planning Zoning and ParkS Committee REP FEB ; j . 0
00
PAGES: 3
s 4 Z NOV 0 3 2004 COPY
It not recorded within 30 days of
W approval date approval shall be
null end void BEARINGS ARE REFERENCED TO THE
UNPLATTED LANDS WEST UNE OF THE NWI/4 OF SECTION
W II - - - - - - - - - - - - - - - 23. ASSUMED TO BEAR SOO.53.11-E
S00'53'1 1'E 2853.78'
O WEST UNE OF THE NW1/4 rn
SOO.53'11 "E 459.99' z >
- Y 13$6-.8'.
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SOO.52 WE 553.78
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Vol 19 Page 4873