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Visconsin SOIL EVALUATION REPORT #1723
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service, Inc.
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dim=-ntW,o aa istan ce to nearest road. Parcel I.D. 07-(o - 1 /6 ,o
PI e.~' _ Revie d By Date
Personal information you provi used for seconder y purposes (Pricy Law, s. 15.04 (1) (m)). u~ 3
Property Owner Property Location
Stallion Development LJ9 Govt. Lot na SW1/4, NW1/4, S34, T30N, R18W
Property Owners Mailing A Lot # Block # Subd. Name or CSM#
1221 130th Ave ZONING OFFICE ® 16 na Riding Meadows a CA,
City a Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
New Richmond WI 54017 715-246-5440 Richmond 120Th St
M New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Flood plain elevation, if applicable na ft.
Parent material Ridges and drainageways of limestone uplands
General comments Conventional, system elevation 100.75ft. Trenches spaced and depth to code 2.25ft below grade.
and recommendations: 1~~'
Boring # ❑ Boring
N Pit Ground surface elev. 103.00 ft. Depth to limiting factor 72 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. *Ef1#1 *Eff#2
1 0-10 10yr3/1 none A 2msbk mfr Cs ivf .6 .8
2 10-17 10yr4/4 none sid 2msbk mfr gw n a .4 .6
3 17-26 5yr4/4 none scl 2msbk mfr gw na .4 .6
4 26-45 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0
5 45-72 7.5yr4/4 none cobls osg ml Cs na .7 1.6
6 72-96 10yr8/2 none imestone residuum na na na .0 .0
Boring # ❑ Boring
Pit Ground surface elev. 103.00 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -Eff#2
1 0-12 10yr3/1 none sil 2msbk mfr gw ivf .6 .8-
2 12-24 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 24-49 10yr4/4 none scl/sl 2msbk mfr gw na .4 .6
4 49-71 7.5yr4/4 none ISM 2msbk mfr Cs na .7 1.6
5 71-96 10yr4/4 none sl om mfr na na .2 .6
* 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 Name (Please Print) gnature: CST Number
David I Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 6/27/2005 715-760-0347
Property Owner Stallion Development LLC Parcel ID # Fending Page 2 of 3
❑ Boring # E Boring
3
Pit Ground surface elev. 101.20 ft. Depth to limiting factor 91 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 0-11 10yr3/1 none sil 2msbk mfr gw ivf .6 .8
2 11-18 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 18-63 10yr4/4 none SCI/sl 2msbk mfr gw na .4 .6
4 63-91 10yr4/4 none sl om mfr Cs na .2 .6
5 91-100 10yr7/8 none imeston( residuum mfr na na .0 .0
❑ 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 GPD/ft2
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 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/- 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.
SBA-8330 (8.07/00) Steel's Soil Service, Inc.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Stallion Development LLC 994 200`x' St.
CST-POWTSM SW1/4,NW1/4,S34,T30N,R18W Baldwin, WI 54002
Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347
Riding Meadows Sub. Lot, 16 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'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.60 ft
Top of 3/4" pvc pipe
CJ = Borings
Boring Elevations
B 1 = 103.00 ft
B2 = 103.00 ft
B3 = 101.20 ft
!o l B4 = 0.00 ft
5 5~
B ~
X 977.7
L T 5
980/
80
LOT 6
:1
es ~
x N 1.57-a
979.2 =
x . .54 o s 3
- - 1. acres
- -
981.3 0
X x N
X cA
980.8 ,
♦
CO o
.
N
1.5 acre $ 16
acres N 1.50 acres
998.8
X
00
x
985.3 '
232 243 25
989.2
I X
NOTE: The parcels shown on this map are subject to State, County and Township
laws, rules and regula#ions ( i.e. wetlands, minimum lot size, access to parcel,
etc.). Before purchasing or developing any parcel, contact the St. Croix County
Zoning Office and the appropriate Town Board for advice.