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16sconsin SOIL EVALUATION REPORT #1879
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'% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference M), direction and
percent slope, scale or dimensions, north arrow, an t and istance to nearest road. Parcel I.D.
Please print 18 Revie d g. Date
Personal information you provide may le used Tecondary pt~.M(Priva Law, s. 15.04 (1) (m)).
Property Owner V Property Location
Rolling Hills Of Hammond LLC. J~ t"( ovt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address CRo~ Lot # Block # Subd. Name or CSM#
400 2nd st S 35 na Rolling Hills Farm 3 3-3 L/ 3 S
City State Zi Co hone Number City ❑ Village ❑ Town Nearest Road
Hudson WI 54016 715-386-0230 Hammond 160Th St
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describer na
Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft.
General comments Mound design, system elevation 100.36ft based on contour line elevation 99.70ft. Minimum of 8 inches of
and recommendations: ASTM C33 mound sand.
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.80 ft. Depth to limiting factor 28 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 sil 2msbk mfr CS if .6 .8
2 10-16 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 16-28 10yr4/4 none scl 2msbk mfr gw na .4 .6
4 28-80 10yr6/6 c2d7.5yr5/6 Is/sl om na na na .2 .6
Horizion #4 has thick massive sl layers in it.
Fi-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 99.80 ft. Depth to limiting factor 55 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 0-9 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 9-27 10yr4/4 none sicl 2msbk mfr gw ivf .4 .6
3 27-55 7.5yr4/4 none grsl osg mfr cs na .4 .6
4 55-72 7.5yr4/4 c2d7.5yr5/6 grls osg mvfr CS na .7 .6
5 72-96 10yr6/6 c2d 7.5yr5/6 gris osg mvfr ns na .7 1.6
* Effluent #1 = BOD5> 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) Sign re CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number 'IZ 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
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. 98.10 ft. Depth to limiting factor 63 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/1 none sil 2msbk mfr CS if .6 .8
2 12-23 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6
3 23-63 7.5yr4/4 none grsl osg mvfr CS na .4 .6
4 63-75 7.5yr4/4 c20.5yr5/6 grcos osg ml CS na .7 .6
Horizon is wet.
❑ 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#t *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. Munseli 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 = 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 Sal Service
i
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994 200t" 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 35 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. 100.15 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 99.80 ft~
B2 = 99.80 ft
B3 = 98.10 ~u
4 = 0.00 1\
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