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SOIL EVALUATION REPORT Page 1 of 3
• Department of Commerce in accordance with Comm 85, Wis. Adm. Code steels soil service, Inc.
Division of Safety and Buildings 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. O ~y -
percent slope, scale or dime north arrow, and location and distance to nearest road. L~'erid~ `
Revi ed Date
P1 ntt
Personal information you provid used for t ndary purposes (Priv Law, s. 15.04 (1) (m)).'" 3 /
Property Owner fy. r
iJ Lo0''' Govt. Lot na SE114, NW1/4, S34, T30N, R18W
Stallion Development LA , Property Location
JUL Property Owner's Mailing Ad ST . CROIX COO N' r Lot # Block # Subd. Name or CSM#
1221 130th Ave ZONING OFFICE na Riding Meadows ~d f
city a e Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road
New Richmond WI 54017 715-246-5440 Richmond 120Th St
4 Code derived design flow rate 600 GPD
New Construction Use: ~ Residential / Number of bedrooms
Replacement ❑ Public or commercial - Describe: na
Flood plain elevation, if applicable na ft.
Parent material Ridges, foot slopes, and valley escarpments of sandstone
General comments Mound or At grade design, system elevation 100.00ft based on contour line elevation 99.00ft.
and recommendations:
F-1-1 Boring # ❑ Boring
Pit Ground surface elev. 99.30 ft. Depth to limiting factor 52 in. Soil Application Rate
s
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Fnndd Roots GPD/ft
*E 1 *Eff/!2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-24 10yr3/1 none sil 2msbk mfr if .6 .8
2 24-40 10yr4/4 none sic! 2msbk mfr gna .4 .6
3 40-52 5yr4/4 none sl om aW- gw na .2 .6
4 52-60 7.5yr4/4 c2d 7.5yr5/6 sl om na na na .0 .0
❑2❑ Boring # ❑ Boring
® pit Ground surface elev. 99.30 fl. Depth to limiting factor 42 in. Soil Application Rate
=
Horizon Depth Dominant Color Redox Description Texture :2msbbkk Consisten Boundary Roots GPD/ft
*Eff#1 *Eff#2
in, Munsell Qu. Sz. Cont. Color .
1 0-15 10yr3/1 none sil mfr Cs if .6 .8
2 15-28 10yr4/4 none scl mfr gw na .4 .6
3 28-42 10yr4/4 none slmfr Cs na .6
4 42-72 10yr7/8 c2d 7.5yr5/6 ,andstom na na na .0 .0
* 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 Number
CST Name (Please Print) i Tiature: 248956
David J. Steel `
Date Evaluation Conducted Telephone Number
Address Steel's Soil Service, Inc. 6127/2005 715-760-0347
994 200th St. Baldwin, WI 54002
Property Owner Stallion Development LLC Parcel ID # Pending Page 2 of 3
[-3] Boring # Boring
P it Ground surface elev. 98.10 ft. Depth to limiting factor 79 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/RZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-29 10yr3/1 none A 2msbk mfr cs if .6 .8
2 29-44 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 44-58 5yr4/4 none sl 2msbk mfr gw na .6 1.0
4 58-79 7.5yr4/4 none Is osg mvfr Cs na .7 1.6
5 79-96 10yr7/8 c2d 7.5yrt5/6 andston residuum mfr na na .0 .0
F-1 Boring # E 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 GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # E] ❑ Pit Boring
Ground surface elev. ft. Depth to limiting factor 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
* 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.
SBD-8330 (R.07/00)
• STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Stallion Development LLC 994 200' St.
CST-POWTSM SE1/4,NW1/4,S34,T30N,R18W Baldwin, W154002
Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347
Riding Meadows Sub. Lot, 10 Fax 715-684-3449
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 N
1" = 40' I
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.10 ft
Top of 3/4" pvc pipe
= Borings
Boring Elevations
B1= 99.30 ft
B2 = 99.30 ft
B3 = 98.10 ft
B4 = 0.00 ft
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976.7 969.2 "A 72
975.4 970.8 1.50 acres
W
x 96 .8
i 977.3 1, 5 acres
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acres N
x
980.8 J
992.1 250' 241' 1 8'
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991.6 x
PRELIMINARY