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iscon5 jn SOIL EVALUATION REPORT Page 1 of 3
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
St. Croix
Division of Safety and Buildings County Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimen ' nceto nearest road. Parcel I.D. OZ(o-'
pl t allrnRgQW- U Revie Dat
Personal information you provide ma sed for secondary purposes (Priv Law, s. 15.04 (1) (m)). JO Q
Property Owner v J Property Location
Govt. Lot na SE 1/4, NW1/4, S34, T30N, R18W
Stallion Development LL
Property Owner's Mailing Add Lot # Block # Subd. Name or CSM#
r 4A,
1221 130th Ave ZONING OFFICE g na Riding Meadows v
Zip Code Phone Number ❑ City ❑ village ❑ Town Nearest Road
City
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 na ft.
Flood plain elevation, if applicable
Parent material Ridges, foot slopes, and valley escarpments of sandstone
General comments Shallow conventional system wtih added cover, system plPVation N 1 ft. Recommend Mound or At grade
and recommendations: design, system elevation 99.70ft based on contour line elevation 98.70%
Boring # ❑ Boring
Pit Ground surface elev. 98.20 ft. Depth to limiting factor 78 in. Soil Application Rate
Roots GPDrff=
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary *Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
none A 2msbk mfr cs 1vf .6 .8
1 0-10 10yr3/1
none sic[ 2msbk mfr gw na .4 .6
2 10-24 10yr4/4
3 24-46 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0
Is osg mvfr gw na .7 1.6
4 46-78 7.5yr4/6 none
5 78-96 5yr4/4 none scl om mfr na na .0 .0
Boring # ❑ Boring
pit Ground surface elev. 98.20 ft. Depth to limiting factor 52 in. Soil Application Rate
GPDM2
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots "Eff#1 `Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-14 10yr3/1 none sil 2msbk mfr cs lvf .6 •8
2 14-21 10yr4/4 none sicl 2msbk mfr gw n a 4 6
scl 2msbk mfr gw na 4 6
3 21-29 10yr4J4 none
Is osg ml gw na .7 1.6
4 29-49 7.5yr4/6 none
om mfr gw na 2 6
5 49-52 5yr4/4 none sl
6 52-72 10yr7/8 c2d 7.5yr516 andston~ residuum na na na 0 0
<_30 mg/L
"Effluent #1 = BOD 5> 30 < 220 mg/Land TSS >30 < 150 mg/L Effluent #2 BOD5 < 30 mg/L and TSS CST Number
CST Name (Please Print) ignature:
248956
David J. Steel
Date Evaluation Conducted Telephone Number
Address Steel's Soil Service, Inc. 6/27/2005 715-760-0347
994 200th St. Baldwin, WI 54002
Property Owner Stallion Development LLC parcel ID # pending Page 2 of 3
Boring # Boring
® Pit Ground surface elev. 99.20 ft. Depth to limiting factor 56 in. Soil Application Rate
Fil ❑
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 TM
1 0-18 10yr3/1 none sil 2msbk mfr Cs if .6 .8
2 18-38 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 38-56 7.5yr4/4 none sl/Is 2msbk mfr gw na .6 1.0
4 56-76 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0
-7-
❑
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
g ❑ pi} 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 = 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.
SBD-8330 (R.07/00) Steel's Soil Service, Inc.
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, WI 54002
Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347
Riding Meadows Sub. Lot, 9 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. 100.10 ft
Top of 3/4" pvc pipe
= Borings
Boring Elevations
B 1 = 98.20 ft
B2 = 98.20 ft
B3 = 99.20 ft
B4 = 0.00 ft
3- ~
99
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PRELImINARY
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