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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sal Service
County
Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must St. Crob(
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel LD. P+<rk I ' U
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road.
Please print all information. , ~ ~ By y~ Date
Personal information you provide may be used for secondanr~ 1Pm~ty e1r, s. 15.04 (1) (m)). IF68,13
Property Owner Pr rty Location
Sienna Corporation y ~ I Govt. of SE 19 NW 1/4 S 20 T 29 N R 19 W
Pr Owner's Mailing Address Lot # 't Block1tj Subd. Name or CSM#
~ftY ~ ~ c
4940 Viking Dr, Suite 608 85tc ~ The Glen a 2,W
City State Zip C PhoPQ -4-64 Village 0 Town Nearest Road
~nA MN 55435 95Rj ~ p Hudson Carmichael Rd.
New Construction Use: be Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted outwash Flood plain elevation, if applicable na
General comments
and recommendations: System elevation 94. Oft, trenches spaced and depth to code 3.50ft below grade
yQ
Boring # Boring
✓1 Pit Ground Surface elev. 98.40 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots -Eff# 1 PDW
1 0-10 10yr3/3 none sil 2msbk mfr gw 2f .5 .8
2 10-30 10yr4/4 none sicl 2msbk mfr cs 1 f .4 .6
3 30-96 7.5yr4/6 none ms osg ml na na .7 12
of 9~-46/
q2/ 7g
a Boring # Boring
pit Ground Surface elev. 98.40 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-10 10yr3/3 none sill 2msbk mfr gw 2f .5 .8
2 10-30 10yr4/4 none sicl 2msbk mfr cs 1f .4 .6
3 30-96 7.5yr4/6 none ms osg ml na na .7 1.2
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODs<30 mg/L and TSS <.-30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
/y`~--~ Date Evaluation Conducted Telephone Number
Address Steel Soil Service
1564 CR GG, New Richmond, WI 54017 9R/2002 715-246-5085
Property owner Sienna Corporation Parcel ID # pending Page 2 of 3
3] Boring # Boring
Pit Ground Surface elev. 95.90 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-10 10yr3/3 none Sil 2msbk mfr gw 2f .5 .8
2 10-30 10yr4/4 none sicl 2msbk mfr cs 1 f .4 .6
3 30-96 7.5yr4/6 none ms osg ml na na .7 1.2
C3.s~ yta~
9z.~-' f,R.
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
* Effluent #1 = BOD ? 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
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, WI 54017
Lic. # 248956 SEl/4,NW1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot # 85
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for
your use. The location of the test may or may not be as shown as permanent lot lines were not
established at the time the soil test was conducted
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