HomeMy WebLinkAbout018-2009-25-000
1571
OIL EVALUATION REPORT Page 1 of 3
Wisconsin Department f Comm'elri e ' ;
Division of Safety and uildin s Steel's Soil Service, Inc.
' ift/ynpGordanGE with Comm 85, Wis. Adm. Code
County
Attach complete site ple¢cur paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited to: vartl at+orizordal referen point (BM), direction and
percent slope, scale or dimemsion~;`natth Parcel LD
aFmw, and Ighation and distance to nearest road. ing
Please print all hforvhatfon. Reviewed Bye Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).~~ 5
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot na NE 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 25 na Hillside Heights
City State Zip Code Phone Number J City I Village U' Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
16 New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
I Replacement J Public or commercial - Describe:na
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable na
General comments
and recommendations. At Grade design, system elevation 97.80ft based on contour line elevation 96.80ft
M Boring # J Boring
j Pit Ground Surface elev. 94.90 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 -Eff#2
1 0-18 10yr3/1 none sit 2msbk mfr cs 1vf .6 .8
2 8-23 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 23-78 7.5yr4/4 none sl 3msbk mfr gw na .6 1.0
4 78-110 7.5yr4/6 none sl/cos 2msbk mfr na na .6 1.0
Boring # Boring
r+ Pit Ground Surface elev. 94.90 ft. Depth to limiting factor 60 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 0-13 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 13-28 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 28-36 10yr4/4 none Is E mvfr gw na .7 1.6
mfi gw na .2 .6
4 36-60 7.5yr4/4 none ]T
E
5 60-96 10yr6/4 c2d 7.5yr5/6 scl om mfi na na .0 .0
Effluent #1 = BOD? 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) gnature: CST Number
David J. Steel / 248956
Address Steel's Soil Service, I Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/22/2004 715-684-5680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3] Boring # j Boring
W1 Pit Ground Surface elev. 98.30 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 0-10 10yr3/1 none sil 2msbk mfr cs 1 of .6 .8
2 10-27 10yr4/4 none scl 2msbk mfr gw na .4 .6
3 27-96 7.5yr4/4 none sl om mfi 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 PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # Boring
_J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
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.
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STEEL'S SOIL SERVICE INC.
David J. Steel Cutting Edge Four, LLC 994 200' St.
CST-POWTSM NEl/4,NE1/4,S4,T29N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680
Hillside Heights, Lol 25 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' I
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.80 ft
Top of 3/4" pvc pipe
❑ = Borings
~'hC Boring Elevations
BI = 94.90 ft Cu r
B2 = 94.90 ft f-
C~ out 3 = 98.30 ft
B4 = 0 00 ft
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rt~'u
73
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N.B. 80019 s.~ 2\06 Ac.
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C HWE = 1096.0' 1.50 Ad. N.B. 4 110 S.F. I, I
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i \ HyVE = 1096.0' l 2g
~S , \ \ - I I \II
6$436 S. C-. N. El. 45523 S.F.\ r
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1.50 C. N B. OS Ac.
18 4 _ ~Bd = 11098.0' I I Il
4.j' ~4-18' 14_1\ N 89' 0'59" W I i II
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