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NVIsconsin SOIL EVALUATION REPORT #1869
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
include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimensions, north arrow, and location an istance to nearest road. Parcel I.D. ICA o
Please print all inform J
Rev' ed B Date D
Personal information you provide may be used qpn e oses (Priva Law, s. 15.04 (1) (m)).
Property Owner ~J 6 Property Location
Rolling Hills Of Hammond LLC. ovt. Lot na NW1/4, SW1/4, S29, T29N, R17W
400 2nd0 Owner's Mailing Address O
O\XC~NlV L t49 Bloc a# RSubd. olling Nam(::!!
Hills Farm # S)
City State ZI Cod£} * hone er
City ❑ Village ❑ Town Nearest Road
Hudson WI 5 1 715-386-0230 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 to be determined by designer based on contour line elevation
and recommendations: 99.75ft.
Boring # ❑ Boring
❑ Pit Ground surface elev. 100.95 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft-
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/2 none I 2msbk mfr cs 1vf .6 .8
2 11-19 10yr4/4 none sicl 2msbk mfr gw na .7 1.6
3 19-110 10yr6/6 none Is/vfsl om na na na .2 .5
2] Boring # ❑ Boring
Pit Ground surface elev. 101.60 ft. Depth to limiting factor 72 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8
2 9-23 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 23-46 10yr5/8 none vfsl 2msbk mfr gw na .4 .8
4 46-72 10yr6/6 none Is osg ml cs na .7 1.6
5 72-100 10yr5/8 c2d 7.5yr5/6 vfsl om na na na .2 .5
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel c 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 5/5/2006 715-760-0347
SBD-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. 97.75 ft. Depth to limiting factor 110 in. Soil Application Rate
il-!!~!!~- 11,11, - 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 0-14 10yr3/2 none I 2msbk mfr Cs 1Vf .6 .8
2 14-29 10yr4/4 none Sid 2msbk mfr gw na .4 .6
3 29-43 10yr5/8 none vfsl 2msbk mfr gw na .4 .8
4 43-60 10yr5/8 none vfsl 2msbk mfr Cs na .4 .8
5 60-110 10yr6/8 none Is osg ml na na .7 1.6
E 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/ftz
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/ftz
in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. L--Eff#1 'Eff#2
* 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
SBD-8330 (R.07/00) need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994 200th St.
CST-POWTSM NW1/4,SW1/4,S29,T28N,R17W Baldwin, W154002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 49 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' I
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 100.95 ft
B2 = 101.60 ft
B3 = 97.55 ft
B4 = 0.00 ft
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