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7 II-A #1891
l sin SOIL EVALUATION REPORT Paae 1 of 3
Department of Commerce in accordance with Comm 85, Wis. Adm. Code
Steel's Soil Service
Division of Safety and Buildings
County
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and /G~
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. &Zi~C//~
Please print o C Rev' wed B Date
Personal information you provide may be us Td for sA~ikrurdDacy L , s. 15.04 (1) (m)). G~{"✓►^-~ C/
Property Owner roperty Location
Rolling Hills Of Hammond LLC. JUL 19 2006 ovt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
400 2nd st ST. CROIX COUNTY 60 na Rolling Hills Farm Only /awz
City State Pone Number ❑ City El Village Town Nearest Road
Hudson WI 54016 715-386-0230 Hammond 160Th St
Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
New Construction
Replacement ❑ Public or commercial - Describe: na
Flood plain elevation, if applicable na ft.
Parent material Silty sediment and underlying reddish sandy loam till
General comments Mound design, system elevation 100.31 ft based on contour line elevation 99.40ft. Minimum of 11 inches
and recommendations: of ASTM C33 mound sand.
F-1 I Boring # ❑ Boring
Pit Ground surface elev. 100.20 ft. Depth to limiting factor 36 in. Soil Application Rate
'
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr3/1 none sil 2msbk mfr CS if .6 .8
2 9-16 10yrr4/4 none sicl 2msbk mfr CS na .4 .6
3 16-21 10yr5/8 none scl 2msbk mfr gw na 4 .6
4 21-36 7.5yr4/4 none sl om na 9w na 2 .6
5 36-60 5yr4/4 c2d 7.5yr5/6 SI/scl om na na na .0 .0
Fi-I N Boring # ❑ Boring
pit Ground surface elev. 100.20 ft. Depth to limiting factor 28 in. Soil Application Rate
2
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 10-28 10yrr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 28-38 10yr4/4 c2d 7.5yr5/6 scl om na gw na .0 .0
4 38-60 10yr5/8 c2d 7.5yr5/6 Is/Sil om na CS na .0 .2
5 60-86 5yr4/4 c2d 7.5yr5/6 scl om na na na 0 .0
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S30 mg/L and TSS S.30 mg/L
CST Number
CST Name (Please Print) Si
9natu 248956
David J. Steel
Date Evaluation Conducted Telephone Number
Address Steel's Soil Service 6/12/2006 715-760-0347
994 200th St. Baldwin, WI 54002 SBD-8330 (R.07/00)
Property Owner Rolling Hills Of Hammond LLC. Parcel ID # _ Pending Page 2 of 3
• 3 Boring # ❑ Boring
❑ Pit Ground surface elev. 98.20 ft. Depth to limiting factor 25 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#t *Eff#2
1 0-7 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 7-25 10yr4/4 none sicl 2msbk mfr qna na .4 .6
3 25-60 5yr4/4 c2d 7.5yr5/6 sl om na na .2 .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#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 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 60 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. 99.90 ft
Top of 3/4" pvc pipe
❑ =Borings
Boring Elevations
B1 = 100.20 ft
7 B2 = 100.20 ft
B3 = 98.20 ft
r L~ B4 = 0.00 ft
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