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SOIL EVALUATION REPORT #1892
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'/z x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Revi ed B Date ~1
Personal information you provide may be used for secondXH_ es (P ivacy Law, s. 15.04 (1) (m)). oti o`
Property Owner Property Location
Rolling Hills Of Hammond L C. Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Addres ` 9 2 Lot # Block # Subd. Name or CSM#
400 2nd st ~v 61 na Rolling Hills Farm
City St a Zip T C~O1) ber ] City E] Village Z Town Nearest Road
Hudson 5416 - 30 Hammond 160Th St
4 Code derived design flow rate 600 GPD
New Construction Use: esidential / Number of bedrooms
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 101.01 ft based on contour line elevation 99.60ft. Minimum of 17 inches
and recommendations: of ASTM C33 mound sand.
5-1 Boring # ❑ Boring
Pit Ground surface elev. 100.25 ft. Depth to limiting factor 19 in. Soil Application Rate
Z
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft .E 1 `Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 9-19 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 19-26 10yr4/4 f2d 7.5yr5/6 sicl 2msbk na gw na .4 .6
4 26-55 5yr4/4 c2d 7.5yr5/6 sl/scl om na na na .0 .0
Boring # ❑ Boring
❑ Pit Ground surface elev. 100.25 ft. Depth to limiting factor 55 in. Soil Application Rate
GPD/ft2
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots `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 9-24 10yrr4/4 none sicl 2msbk mfr gw if 4 6
cobs(' 2msbk mfr gw 1f 4 6
3 24-37 7.5yr5/8 none
37-55 7.5yr4/4 none grsl 2msbk mfr gw na 6 1.0
4
Is/sil om na na na 0 2
5 55-70 10yr6/6 c2d 7.5yr5/6
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 Number
CST Name (Please Print) Signature:
~ 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
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. 98.40 ft. Depth to limiting factor 30 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 10yr3/1 none I 2msbk mfr cs lvf .6 .8
2 10-30 10yr4/4 none sl 2msbk mfr gw na .4 .6
3 30-42 10yr5/8 c2d 7.5yr5/6 scl om na gw na .0 .0
4 42-75 10yr6/6 f2d 7.5yr5/6 Is osg mvfr 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#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 = 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 608-266-3151 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 NEI/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Fann Lot 61 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 = 100.25 ft
B2 = 100.25 ft
B3 = 98.40 ft
B4 = 0.00 ft
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