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N41sconsin SOIL EVALUATION REPORT #1928
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 St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and u
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Old- 0Z
Please p R sewed y Date
Personal information you provide may be sed fo~Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Rolling Hills Of Hammond LLC. JUL 19 2006 Govt. Lot na SE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
400 2nd st ST. CROIX COUNTY 4 na Rolling Hills Farm
City State ❑ 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 Conventional system, system elevation 96.70ft. Trenches spaced and depth to code has ,d 3.00ft below
and recommendations: grade.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 99.10 ft. Depth to limiting factor 72 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/2 none sil 2msbk mfr cs lvf .6 .8
2 9-16 10yrr4/4 none Sid 2msbk mfr cs 1vf .4 .6
3 16-25 10yr4/4 none sl 2msbk mfr cs 1Vf .6 1.0
4 25-35 7.5yr4/4 none grcos osg mvfr cs na .7 1.6
5 35-62 10yr4/4 none ms osg ml cs na 7 1.6
6 62-72 7.5 r4 4 none grcos osg mvfr cs na .7 1.6
7 72-80 10yr5/6 c2d 7.5yr5/6 sil om na na na .0 .2
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.70 ft. Depth to limiting factor 96 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#z
1 0-10 10yr3/2 none sil 2msbk mfr cs if .6 .8
2 10-20 10yr4/4 none sl 2msbk mfr cs 1vf .6 1.0
3 20-38 7.5yr4/4 none Is osg mvfr cs lvf .7 1.6
4 38-96 10yr6/6 none Is osg ml na na .7 1.6
* 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)r~ture: 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
F -1 Boring # ❑ Boring
❑ Pit Ground surface elev. 98.90 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 0-16 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8
2 16-26 10yr4/4 none Sid 2msbk mfr CS ivf .4 .6
3 26-60 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0
4 60-96 10yr6/8 none grcos osg ml cs na .7 1.6
5 96 10yr5/4 c2d 7.5yr5/6 sil om na na na .0 .2
Boring # E] Boring
El pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
F-1
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 *Eff#2
Boring # El Boring
F-1 ❑ 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/ft=
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.
ssD-8330 (x.07i00) steers soil service
r
•
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994 200t' 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 4 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. 99.95 ft
❑ Top of 3/4" pvc pipe
= Borings
Boring Elevations
B1 99.10 ft
B2 = 99.70 ft
B3 = 98.90 ft
B4 = 0.00 ft
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