HomeMy WebLinkAbout018-2009-23-000
t/ 1569
SOIL EVALUATION REPORT Page I of 3
Wisconsin Department of Oommerce
Division of Safety and Buioings in accordance rith Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete site plan on paper ndttess fbap`81% x 11 inc r in size. Plan must St. Croix
include, but not limited to: vertical and horizontal re int (BM), direction and G'
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I . D. t,+ J-3
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location -
Cutting Edge Four, LLC Govt. Lot na SE 1/4 NE 19 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 23 na Hillside Heights
City State Zip Code Phone Number J City J Village jM Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
New Construction Use: JI6 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
I Replacement I 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 93.45ft. Trenches spaced and depth to code 6.00ft below grade.
Boring # M Boring
Pit Ground Surface elev. 99.45 ft. Depth to limiting factor 115 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ,E ~ PD/ft*Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr3/1 none sil 2msbk mfr cs 1 of .6 .8
2 9-17 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 17-31 10yr4/4 none scl 2msbk mfr cs na .4 .6
4 31-54 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0
5 54-115 7.5yr4/6 none Is osg mvfr na na .7 1.6
F2 ] Boring # J Boring
6M Pit Ground Surface elev. 99.45 ft. Depth to limiting factor 115 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 PD/ft2Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
2 9-30 10yr4/4 none scl 2msbk mfr cs na .4 .6
3 $0=51, 10yr414 none sl 2msbk mfr cs na 6 1.0
4 5_J-65 7.5yr4/4 none sl om mfi cs na 2 .6
5 65-115 7.5yr4/6 none sl 2msbk mfr na na .6 1.0
* Effluent #1 = BOD 5> 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) 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
!1J Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 115 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 10yr3/1 none sil 2msbk mfr cs 1f E.6 .8
2 14-32 10yr4/4 none scl 2msbk mfr cs na .6
3 32-115 10yr4/4 none sl 2msbk mfr cs na 1.0
F] Boring # J 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 P
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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1
*Eff#2
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_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 SE1/4,NEl/4,S4,T29N,R17W Baldwin, WI 54002
Lic. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680
Hillside Heights, Loi 23 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. 99.90 ft
Top of 3/4" pvc pipe
IJ = Borings
Boring Elevations
BI = 99.45 ft
B2 = 99.45 ft
B3 = 98.50 ft
B4 = 0.00 ft
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