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Department of o 2006 rdance with Comm 85, Wis. Adm. Code Page 1 of 3
Janocation EVALUATION REPORT #1931
Division of Safety Steel's Soil Service
Evertical VED
Attach complete site "MTnches in size. Plan must County St. Croix
include, but not limiteizontal point (BM), direction and
percent slope , scale and distance to nearest road. Parcel I.D. ❑d
Please print all information. Revie d By Date
Personal information you provide may be used for secondary purpos (Privacy Law, s. 15.04 (1) (m)). G~I_y❑ 9
Property Owner Property Location
Rolling Hills Of Hammond LLC. Govt. Lot na SE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
400 2nd st 1 na Rolling Hills Farm
City State Zip ode Phone 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 - 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 100.28ft based on contour line elevation 99.45ft. Minimum of 10 inches
and recommendations: of ASTM C33 mound sand.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 99.65 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Efr#2
1 0-22 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 22-38 10yr4/4 none sl 2msbk mfr aw na .6 1.0
3 38-96 10yr6/6 none Is osg ml na na .7 1.6
2 ] Boring # ❑ Boring
❑ Pit Ground surface elev. 99.65 ft. Depth to limiting factor 26 in. Soil Application Rate
F
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 0-16 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 16-26 10yr4/4 none sicl 2msbk mfr cs lvf .4 .6
3 26-31 10yr4/4 f2d 7.5yr5/6 Sid 2msbk mfr gw na .4 .6
4 31-44 7.5yr4/4 c2d 7.5yr5/6 Is osg ml cs na .7 1.6
5 44-50 5yr4/4 c2d 7.5yr5/6 Cl om na na na .0 .0
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS S.30 mg/L
CST Name (Please Print) Signature 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
} Boring # ❑ Boring
❑ Pit Ground surface elev. 97.55 ft. Depth to limiting factor 32 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 0-19 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 19-32 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 32-50 7.5yr4/4 none Is/scl 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
g ❑ 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 -,j 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 994 200"' St.
CST-POWTSM SE1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 1 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. 99.90 ft
❑ Top of 3/4" pvc pipe
= Borings
Boring Elevations
B1 = 99.65 ft
B2 = 99.65 ft
B3 = 97.55 ft
B4 = 0.00 ft
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