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Vi.onsiA #1720
SOIL EVALUATION REPORT
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.
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 di s, north arrow, and location and distance to nearest road. Parcel I.D. 0 Z ~p 3,
rint~frb{~-, Revie y Date
Personal information you pro 7d a be used for secondary purposes (Pn cy Law, s. 15.04 (1) (m)). / 6 y
Property Owner ` U L -1 55 r. Property Location
Stallion Development A 2~~ Govt. Lot na SW1/4, NW1/4, S34, T30N, R18W
Property Owner's Mailing ST. CROIX GOUN-I ; Lot # Block # Subd. Name or CSM#
1221 130th Ave Q ZONING OFFICE 13 na Riding Meadows ~a C
City ate Zip Code one E] City ❑ Village ❑ Town Nearest Road
New Richmond WI 54017 715-246-5440 Richmond 120Th St
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Ridges, foot slopes, and valley escarpments of sandstone Flood plain elevation, if applicable na ft.
General comments Mound design, system elevation 99.20ft based on contour line elevation 98.20ft.
and recommendations:
F-1 I Boring # ❑ Boring
® Pit Ground surface elev. 98.30 ft. Depth to limiting factor 38 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 `Ef V
I
1 0-18 10yr3/1 none sit 2msbk mfr cs 1vf .6 .8
I
2 18-30 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6
3 30-38 10yr4/4 none Is 2msbk mfr cs na .7 1.6
4 38-60 10yr7/8 c2d 7.5yr5/6 ;andstonf residuum mfr na na .0 .0
2 ]Boring# ❑ Boring
® Pk Ground surface elev. 98.30 ft. Depth to limiting factor 47 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 'Ef#2
1 0-23 10yr3/1 none sil 2msbk mfr a ivf .6 .8-
-2 23-39 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6
3 39-47 10yr4/4 none Is 2msbk mfr cs na .7 1.6
4 47-60 10yr7/8 c2d 7.5yr5/6 ;andstom residuum mfr na na .0 .0
Effluent #1 = BODS> 30 < 220T" TSS >30 < 150 mg/L " Effluent #2 = BODS <_30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel ` 248956
Address Steel's Soil Service, Inch Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 6/27/2005 715-760-0347
SBD-8330 (807/00)
Property Owner Stallion Development LLC Parcel ID # pending Page 2 of 3
M Boring # Boring
® pit Ground surface elev. 97.10 ft. Depth to limiting factor 29 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
1 0-17 10yr3/1 none sil 2msbk mfr cs ivf .6 .8
2 17-29 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 29-48 10yr7/8 c2d 7.5yr5/6 andston residuum na na na .0 .0
Boring # Boring
F-1 ❑ 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 *Effn
❑ 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/ftz
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.
SBD-8330 (R07l00) StW's Soo Servim, im.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Stallion Development LLC 994 200' St.
CST-POWTSM SWl/4,Nw1/4,S34,T30N,R18W Baldwin, W154002
Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347
Riding Meadows Sub. Lot, 13 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. 99.90 ft
Top of 3/4" pvc pipe
Ci = Borings
Boring Elevations
B1 = 98.30 ft
B2 = 98.30 ft
B3 = 97.10 ft
B4 = 0.00 ft
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