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Visconsin D #1934
SOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85, Wis. Adm. Code ge 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8'/z 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. - J- / Z -X-6
Please print all information. tewte d BDate
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). C/ Q
Property Owner Property Location
Rolling Hills Of Hammond LLC. Govt. Lot na SE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address JUL 19 2006 Lot # Block # Subd. Name or CSM#
400 2nd st 12 na Rolling Hills Farm 2 3
City Stat Zip S CR&1 08bUVR~er 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 At Grade or Mound Design. System Elevation for At Grade 99.90ft for Mound 99.90ft based on contour line
and recommendations: elevation 99.40ft. Minimuum 6 inches ASTM C-33 mound sand.
F-1-1 Boring # ❑ Boring
Pit Ground surface elev. 99.60 ft. Depth to limiting factor 52 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0-9 10yr3/1 none sil 2msbk mfr cs ivf .6 .8
2 9-18 10yr4/4 none scl 2msbk mfr cs na .4 .6
3 18-52 10yr6/8 none grls osg mvfr cs na .7 1.6
4 52-60 10yr5/4 c2d 7.5yr5/6 sil om na na na .0 .2
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.60 ft. Depth to limiting factor 41 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
1 0-8 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 8-18 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 18-41 10yr4/4 none sl om na cs na .2 .6
4 41-50 10yr4/4 f1d 7.5yr5/6 sl/sil om na na na .0 .2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < W mg/L and TSS < 30 mg/L
CST Name (Please Print) 5ipat 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
FTI Boring # ❑ Boring
❑ Pit Ground surface elev. 97.70 ft. Depth to limiting factor 39 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 lvf .6 .8
2 10-24 10yr4/4 none scl 2msbk mfr Cs 1vf .4 .6
3 24-39 10yr6/6 none Is osg mvfr gw na .7 1.6
4 39-60 7.5yr4/4 c1d 7.5yr5/6 sI om na na na .2 .6
❑ 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
I
I
* 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.
Steel's Soil Service
SBD-8330 (R.07/00)
l
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994200 th 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 14 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
BI = 99.60 ft
B2 = 99.60 ft
B3 = 97.70 ft
s^6 0B4= 0.00 ft
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