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Is"si #1929
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
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 point (BM), direction and X10
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Q/ 3~ `~-b
Please print Re wed Date
Personal information you provide may be us for se"Vacy La , s. 15.04 (1) (m)).~Y
Property Owner operty Location
Rolling Hills Of Hammond LLC. ,JUL 19 2006 vt. Lot na SE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address L t# Block # Subd. Name or CSM#
400 2nd st ST. CROIX COUNTY 3 na Rolling Hills Farm
City State Zi Code 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 101.13ft based on contour line elevation 99.80ft. Minimum of 16 inches
and recommendations: of ASTM C33 mound sand.
F-11 Boring # ❑ Boring
❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 20 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 0-8 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 8-20 10yr4/4 none sl om mfr cs na .2 .6
3 20-36 10yr6/4 c2d 7.5yr5/6 scl om mfr na na .0 .0
2 ] Boring # ❑ Boring
❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 56 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 0-20 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8
2 20-38 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 38-56 10yr6/6 none Is osg mvfr cs na .7 1.6
4 56-65 10yr5/4 c2d 7.5yr5/6 sil om na na na .0 .0
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg " Effluent #2 = BOD5 s30 mg/L and TSS < 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
S13D-8330 (R.07/00)
Property Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3
Fil Boring # ❑ Boring
❑ Pit Ground surface elev. 97.90 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/112
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2
1 0-15 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 15-30 10yr4/4 none Sid 2msbk mfr cs na .4 .6
3 30-60 7.5yr4/4 c2d 7.5yr5/6 scl om na na na .0 .0
I
F-1 Borin # El 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
❑ 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
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STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994 200th 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 3 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. 100.20 ft
❑ Top of 3/4" pvc pipe
= Borings
Boring Elevations
B 1 = 100.00 ft
B2 = 100.00 ft
B3 = 97.90 ft
B4 = 0.00 ft~-
,3` el^br/7 f
V ~f~