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Wiswonsin SOIL EVALUATION REPORT jiAjJ) #1910
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings el'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
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 1
en ing
Please print all inform "
`I n Revi
90 ed By Date
Personal information you provide may b used EiLEi df,FEID(Privac Law, s. 15.04 (1) (m)).
Property Owner Property Location
Rolling Hills Of Hammond LLC. 1 9 2006 Govt. Lot na NW1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
400 2nd st CROIX COUNTY 21 na Rolling Hills Farm ~l ~3-
City State Zip Code Phone N ❑ City E] 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 101.05ft for Mound 101.05ft based on contour
and recommendations: line elevation 100.55ft. Minimuum 6 inches ASTM C-33 mound sand.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 100.75 ft. Depth to limiting factor 96 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 1vf .6 .8
2 10-23 10yrr4/4 none sicl 2msbk mfr cs na .4 .6
3 23-33 10yr4/4 none scl 2msbk mfr cs na .6 1.0
4 33-53 7.5yr4/4 none sl osg mvfr gw na .7 1.6
5 53-96 10yr7/8 none cos osg ml na na .7 1.6
Horizion # 5 is very wet
Fi-1 Boring # ❑ Boring
❑ pit Ground surface elev. 100.75 ft. Depth to limiting factor 100 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 0-16 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 16-34 10yrr4/4 none sicl 2msbk mfr gw na .4 .6
3 34-57 7.5yr4/4 none scl/sl 2msbk mfr cs na .2 .6
4 57-100 10yr6/6 none cos osg mvfr na na .7 1.6
Horizon # 5 is very wet.
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
dt~
CST Name (Please Print) ignatur 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
FYI Boring # ❑ Boring
❑ Pit Ground surface elev. 99.85 ft. Depth to limiting factor 56 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 *0#2
1 0-12 10yr3/1 none sil 2msbk mfr cs ivf .6 .8
2 12-19 10yrr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 19-29 10yr4/4 none scl 2msbk mfr gw na .4 .6
4 29-56 7.5yr4/4 none sl om na cs na .2 .6
5 56-74 10yr7/8 c1d 7.5yr5/6 andston residuum na cs na .0 .0
6 74-100 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0
❑ Boring # E] 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 GPD1ft2
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 200t" St.
CST-POWTSM SW1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 21 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. 101.00 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 100.75 ft
B2 = 100.75 ft
B3 = 99.85 ft
B4 = 0.00 ft
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