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# n-sin SOIL EVALUATION REPORT #1895
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'%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. Q/ 62
Please print all inform Re wed By Date
Personal information you provide may be used for~rposes rivacy Law, s. 15.04 (1) (m)). j~
Property Owner Property Location a
Rolling Hills Of Hammond LC. Q~6 Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Addre Lot # Block # Subd. Name or CSM#
400 2nd st Ov 64 na Rolling Hills Farm 6ntvp fbk T5
City Sta Zip So~d~Fz hone er City ❑ Village Z Town Nearest Road
Hudson WI 54016 15-386-0230 Hammond 160Th St
❑ New Construction Use: ❑ idential / 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 Conventional system, system elevation 96.89ft. Trenches spaced and depth to code based 3.16ft below
and recommendations: grade.
F 1-1 Z Boring # ❑ Boring
Pit Ground surface elev. 100.05 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/2 none sl 2msbk mfr cs if .6 1.0
2 12-29 10yr4/4 none sl 2msbk mfr gw na .6 1.0
3 29-100 10yr6/6 none ms osg ml na na .7 1.6
❑ Boring
Fil Boring #
❑ Pit Ground surface elev. 100.05 ft. Depth to limiting factor 110 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 0-11 10yr3/2 none I 2msbk mfr cs if .6 1.0
2 11-20 10yr4/4 none scl 2msbk mfr gw na .4 .6
3 20-110 10yr6/6 none ms osg ml na 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) ignature: 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
7 Boring # ❑ Boring
❑ Pit Ground surface elev. 98.15 ft. Depth to limiting factor 110 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 10yr3/2 none sl 2msbk mfr cs if .6 1.0
2 10-19 10yr4/4 none grls osg mvfr gw na .4 .6
3 19-110 10yr6/6 none ms osg ml na na .7 1.6
❑ 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#f *Eff#2
i
❑ 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. *Ef1#1 *Eff#2
I
* 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 608-266-3 15 1 or TTY 608-264-8777.
Steel's Soil Service
SBD-8330 (R.07/00)
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994200 th 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 64 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'
01qg'r4' ♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
, ld~ • = Alt Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
Z❑ =Borings
Boring Elevations
B1= 100.05 ft
W B2 = 100.05 ft
B3 = 98.15 ft
77 °7' B4 = 0.00 ft
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