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Visconsin SOIL EVALUATION REPORT I ID #1916
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8'/2 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 dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 0 1
Please print all information. Revie d By Date
Personal information you provide may be used for secondary purpose w, s. 15.04 (1) (m)).
Property Owner roperty Location
Rolling Hills Of Hammond LLC. ~-RE ~ovt. Lot na NE1/4, SW1A, S29, T29N, R17W
Property Owner's Mailing Address 1 9 ZOOS t# Block # Subd. Name or CSM#
400 2nd st JUL 27 na Rolling Hills Farm
City State Zi Code Ph f i i City E] Village Z Town Nearest Road
Hudson WI 5 016ST C7115 386- Y Hammond 160Th St
❑ New Construction Use: Residential ( Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ Public or commercial - Describe: na
Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft.
General comments Mound design, system elevation 100.20ft based on contour line elevation 99.60ft. Minimum of 6 inches of
and recommendations: ASTM C33 mound sand.
F 1-1 Z Boring # ❑ Boring
Pit Ground surface elev. 99.90 ft. Depth to limiting factor 36 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 0-10 10yr3/1 none sl 2msbk mfr cs if .6 1.0
2 10-19 10yrr4/4 none scl 2msbk mfr gw if .4 .6
3 19-36 10yr7/8 none sl om na gw 1vf .2 .6
4 36-50 10yr7/8 f2d 7.5yr5/6 Is/scl om na na na .0 .0
Boring # ❑ Boring
Pit Ground surface elev. 99.90 ft. Depth to limiting factor 64 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 0-7 10yr3/1 none sil 2msbk mfr cs if .6 1.0
2 7-17 5yr4/4 none scl 2msbk mfr cs ivf .4 .6
3 17-64 5yr4/6 none sl/Is om na cs na .2 .6
4 64-72 10yr6/6 c2d 7.5yr5/6 Is osg mvfr na na .7 1.6
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) Signatur CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347
SBD-8330 (R.07/00)
Property owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3
F3 ]Boring # ❑ Boring
❑ Pit Ground surface elev. 96.50 ft. Depth to limiting factor 30 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 10yr3/2 none I 2msbk mfr cs if .6 1.0
2 11-30 10yr4/4 none Sid 2msbk mfr gw na .4 .6
3 30-72 10yr7/8 c1d 7.5yr5/6 Is osg mvfr cs na .7 1.6
4 72-96 10yr7/8 c2d 7.5yr5/6 sc1 om na 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 = 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.
SBD-8330 (R.07/00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994 200th St.
CST-POWTSM NE1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 27 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. 99.85 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B1 = 99.90 ft
B2 = 99.90 ft
B3 = 96.50 ft
B4 = 0.00 ft
3.19<1 ,
y2,
F- co r'l e r
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