HomeMy WebLinkAbout018-2009-22-000
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Wisconsin Department Commerce OIL EVALUATION REPORT Page I of 3
Division of Safety and B~ulldlrtgs.:_ in accordant with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete site plan on paper not less than IM"hes in size. Plan must St. Croix
include, but not limited to: ver ical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). G G S
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot na SE 1/4 NE 1/4 S 4 T 29 NR 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 22 na Hillside Heights
City State Zip Code Phone Number _j City J Village 16 Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
New Construction Use: 11 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:na
Parent material Ground and end moraines pitted glaical drift Flood plain elevation, if applicable na
General comments
and recommendations: Conventional system, system elevation 94.85ft. Trenches spaced and depth to code 4.75ft below grade.
Boring # j Boring
(01 Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 110 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 sit 2msbk mfr cs if .6 .8
2 10-31 10yr4/4 none scl 2msbk mfr cs na .4 .6
3 31-110 7.5yr4/6 none sl 2msbk mfr na na .6 1.0
Boring # Boring
►J Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 110 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
1 0-14 10yr3/1 none sit 2msbk mfr cs 1f .6 .8
2 14-32 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 32-110 7.5yr4/6 none sl 2msbk mfr na na .6~ 1.0
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/13/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
F$ Boring # Boring
Pit Ground Surface elev. 99.60 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-16 10yr3/1 none sil 2msbk mfr cs 1f .6 .8-
2 2 16-48 10yr4/4 none scl 2msbk mfr gw a .4 .6
3 48-96 7.5yr4/6 none sl 2msbk mfr na na 6 1.0
F-1 Boring # - J 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 QPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # I Boring
f 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 = 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.
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STEEL'S SOIL SERVICE INC.
David J. Steel Cutting Edge Four, LLC 994200 th St.
CST-POWTSM SE1/4,NE1/4,S4,T29N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680
Hillside Heights, Loi 22 Fax.(715) 684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
1" = 40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.30 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 98.70 ft
B2 = 98.70 ft
B3 = 99.60 ft
B4 = 0.00 ft
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has ~ .
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HWE = 1096.0' 1.50 Ad. N.B. 4'f, 10 S.F.T I \ 1
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A PANE = 1096.0' v 2g
- 6$436 S.F. NA 45523 S.F.\
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N 74 84 7 , LBd = 1098.0' 1 1 !I
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