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r Afsconsin SOIL EVALUATION REPORT #1718
Page 1 of 3
De¢artment of Commerce in accordance with Comm 85, Wis. Adm. Code Steeps 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
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Q L{p ~f -
Please /n"f*F ►►\e Rev' d B Date
F
Personal information you provide may r secondary purposes 0mracy La , s. 15.04 (1) (m)).
Property Owner J U L 1 52005 roperty Location
Stallion Development LLC ovt. Lot na SE1/4, NW1/4, S34, T30N, R18W
Property Owner's Mailing Address ST. CROIX COUNTY of # Block # Subd. Name or CSM#~1
1221 130th Ave ZONING OFFICE 11 na Riding Meadows A)aC+-~
City St o e one um er 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: Z 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 design, system elevation 97.60ft based on contour line elevation 96.60ft.
and recommendations:
F-11 Boring # ❑ Boring
pd Ground surface elev. 97.50 ft. Depth to limiting factor 26 in. Soil Application Rate
ft$
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/'EfW
*Eft#1 t2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-10 10yr3/1 none A 2msbk mfr cs 1vf .6 .8
2 10-26 none sicl 2msbk mfr gw 1vf .4 .6
26-72 10yr7/8 c2d 7.5yr5/6 ;andstom residuum na na na .0 .0
F Boring # ❑ Boring
pit Ground surface elev. 97.50 ft. Depth to limiting factor 32 in. Soil Application Rate
Boundary
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Roots GPD/ftz
*Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-18 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 18-32 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 32-51 10yr7/8 c2d 7.5yr5/6 ;andston( residuum mfr cs na .0 .0
4 51-60 10yr8/2 c2d 7.5yr5/6 ;andstont residuum mfr na na .0 .0
* Effluent #1 BOD? 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) ignature: 248956
David J. Steel
Date Evaluation Conducted Telephone Number
Address Steeps Soil Service, Inc. 6/27/2005 715-760-0347
994 200th St. Baldwin, WI 54002 san "330 at -07/001
Proberty Owner Stallion Development LLC Parcel ID # pending Page 2 of 3
Boring # Boring Pit Ground surface elev. 95.60 ft. Depth to limiting factor 24 in. Soil Application Rate
KI ❑
FHorizon 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
0-9 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 9-15 10yr4/4 none sicl 2msbk mfr cs na .4 .6
F 4 3 15-24 5yr4/4 none sl imsbk mfr Cs na .4 .6
24-48 10yr7/8 c2d 7.5yr5/6 andston residuum mfr cs na .0 .0
5 48-60 10yr7/8 c2d 7.5yrt5/6 andston residuum mfr na na .0 .0
Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
F-1 Boring # El El Pit Boring
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # 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/fF
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, Inc.
SBD-8330 (R.07/00)
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Stallion Development LLC 994 200`x' St.
CST-POWTSM SE1/4,NW1/4,S34,T30N,R18W Baldwin, Wl 54002
Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347
Riding Meadows Sub. Lot, 11 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'
A = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
= Alt Benchmark Ele. 99.90 ft
Top of 3/4" pvc pipe
Q = Borings
Boring Elevations
B 1 = 97.50 ft
B2 = 97.50 ft
B3 = 95.60 ft
B4 = 0.00 ft
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