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SOIL EVALUATION REPORT #1903
Department of Commerce in accordance with Comm 85, Wis. Adm. Code- Page 1 of 3
Division of Safety and Buildings $feel'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. O/
Please print all information.
Re ' wed dB Date
Personal information you provide may be used for secondary vacy Law, s. 15.04 (1) (m)).i
Property Owner G C Property Location
Rolling Hills Of Hammond LL R Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address 1 9 ~00 Lot # Block # Subd. Name or CSM# ~ ~rrT
400 2nd st UL 72 na Rolling Hills Farm 4f 5" PG'fiYJlJ
~
City Sta a Zip Code p~ ryiber city ❑Village ❑ Town Nearest Road
IX
Hudson W 54 ) FP'O 715- Hammond 160Th St
61
❑ New Construction Use: esidential / 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 94.89ft. Trenches spaced and depth to code based 3.16ft below
and recommendations: grade.
Boring # ❑ Boring
❑ pit Ground surface elev. 97.95 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 0-12 10yr3/2 none sl 2msbk mfr cs 1vf .6 1.0
2 12-29 10yr4/4 none scl 2msbk mfr gw na .4 .6
3 29-50 10yr6/6 none Is osg mvfr gw na .7 1.6
4 50-96 10yr6/6 none ms osg ml na na .7 1.6
2 Boring # ❑ Boring
pit Ground surface elev. 97.95 ft. Depth to limiting factor 97.95 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f:2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-20 10yr3/2 none sl 2msbk mfr gw lvf .6 1.0
2 20-28 10yr4/4 none sl 2msbk mfr gw na .6 1.6
3 28-37 10yr6/6 none Is osg mvfr cs na .7 1.6
4 37-96 10yr6/6 none ms osg ml na na .7 1.6
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 m / Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signa 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
T Boring # ❑ Boring
❑ Pit Ground surface elev. 94.85 ft. Depth to limiting factor 76 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 0-12 10yr3/1 none sl 2msbk mfr Cs lvf .6 .8
2 12-29 10yrr4/3 none Sid 2msbk mfr Cs na .4 .6
3 29-34 10yr4/4 none sl 2msbk mfr cs na .6 1.0
4 34-76 10yr6/6 none ms osg mfr Cs na .7 1.6
5 76-86 10yr5/8 c2d 7.5yr5/6 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
❑ 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 = BOD? 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 200th St.
CST-POWTSM NEl/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 72 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. 101.10 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 97.95 ft
B2 = 97.95 ft
B3 = 94.85 ft
B4 = 0.00 ft
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