HomeMy WebLinkAbout018-2009-26-000
1565
OIL EVALUATION REPORT
' " Page 1 of 3
Wisconsin Department of Qommerce -
Division of Safety and B 'dings in accordance 1liith Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete a plan an paper not less thar4~ & 11 incites in size. Plan must St. Croix
include, but not Ii to: vertical and,horizontal reference iM (BM), direction and 1{
percent slope, scale or d means", porth arrow, and location and distance to nearest road. Parcel I.D.
G mg . , 'L
Please pnriTalt information. Reviewed By Date .
Personal informalion you provide may be used for sec(;A& !purposes (Privacy Lair, s. 15.04 (1) (m)). ~ /
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot n/a NE 1/4 NE 19 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # -T-B # Subd. Name or CSM#
E976 170 TH Street 26 n/a Hillside Heights
City State Zip Code Phone Number City J Village 0 Town Nearest Road
Hammond 1 2 1-154015 715-796-2793 Hammond Cty Rd T
IM New Construction Use: IM Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement I Public or commercial - Describe:n/a
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a
General'comments
and recommendations: Mound design , system elevation 98.15 ft. based on contour line elevation 97.15 ft.
Boring # J Boring
rJ Pit Ground Surface elev. 98.05 ft. Depth to limiting factor 40 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD&
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/1 none sit 2msbk mfr cs 1vf .6 .8
2 13-28 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 28-40 10yr4/4 none sl 2msbk mfr gw na .6 1.0
4 40-60 10yr4/4 c2d 7.5yr5/6 sl/scl om mfr na na .0 .0
ater appered at 63
Fil Boring # Boring
l+ Pit Ground Surface elev. 98.05 ft. Depth to limiting factor 24 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 0-10 10yr3/1 none sit 2msbk mfr cs 1f .6 .8
2 10-24 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 24-60 7.5yr4/4 c2d 7.5yr5/6 scl/sl om mfr na na .0 .0
Water appered at 63
* 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
3] Boring # Boring
IR Pit Ground Surface elev. 95.45 ft. Depth to limiting factor 32 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 10-17 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 17-32 10yr4/4 none scl 2msbk mfr gw, na .4 .6
4 32-48 7.5yr4/4 f1f7.5yr5/6 sl om mfi gw na .2 .6
5 48-72 10yr6/4 c2d7.5yr5/6 sl/scl om mfr na na .0 .0
Water appered at 63
❑ Boring # Boring
I 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/fF
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 GPM!
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD 5> 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.
• 3of3 STEEL'S
SOIL SERVICE INC.
David J. Steel Cutting Edge Four, LLC 994200 th St.
CST-POWTSM NE1/4,SE1/4,S4,T29N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680
Hillside Heights, Loi 26 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
1" = 40'
♦ = Benchmark Ele. 103.65
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 103.65
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B1=98.05ft
B2 = 98.05 ft
B3=95.45ft
nJ~ j~`~d fie. B4=0.00ft
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