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1124
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 Soil Service
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and f
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel LD. C-~
Please print all infonnation. By Date
I?j
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
50
Property Owner RECEIVED P operty Location
Sienna Corporation Vt. Lot SW 1/4 NE 1/4 S 20 T 29 N R 19 W
Property Owner's Mailing Address t # Block # f Subd. Name or CSM# l ~
2-
4940 Vilk'ng Dr. Suite 608 a C P 2 6 2002 72 / The Glen
6' City f~"~4 State Z Code Phone Number City village Town Nearest Road
C4I.~~~~
ST. Dorwin Rd
MN 5435 70;, - 108 Hudson .
V' New Construction Use: ✓ 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: Sysetm elevation 97.6 trenches spaced and depth to code 3.50ft below grade
Boring # Boring
pit Ground Surface elev. 101.10 ft. Depth to limiting factor 96 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#~PD/ft*Eff#2
1 0-12 10yr3/4 none sil 2msbk mfr gw 2f _5 .8
2 12-19 10yr4/4 none scl 2msbk mfr cs na _4 .6
3 19-96 7.5yr4/4 none Is Is mvfr na na .7 1.2
a Boring # Boring
JIM Pit Ground Surface elev. 101.10 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1112
*Eff#1 *Eff#2
1 0-10 10yr3/3 none sil 2msbk mfr cs 2f .5 .8
2 10-17 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6
3 17-30 10yr414 none scl 2msbk mfr Cs na .4 .6
4 30-96 7.5yr4/4 none Is osg mvfr na na .7 1.2
4Z/ -4~
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L~ * Effluent #2 = BOD,. 30 mg/L and TSS <._30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel Sal Service f Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, W 154017 9/13/2002 715-246-5085
Property Owner Sienna Corporation Parcel ID # pending Page 2 of 3
3] Boring # VBoring
' Pit Ground Surface elev. 97.60 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 PD/ft Eff#2
1 0-9 10yr3/3 none sil 2msbk mfr cs 2f .5 .8
2 0-19 10yr4/4 none scl 2msbk mfr gw 1f .4 .6
3 19-30 7.5yr4/4 none cos osg mvfr cs na .7 1.6
4 30-96 7.5yr4/4 none Is osg mvfr na na .7 1.2
cr
4. INI~ .5-41 1
F-1 Boring # Pit Boring
Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
*Eff#1 *Eff#2
Boring # Boring
F-I Pit Ground Surface elev. ft. Depth to limiting factor in. Sod 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, Wl 54017
Lic. # 248956 SWl/4,NE1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot 72
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. Legend
1" = 40'
( A Benchmark EL 100.OOFt
!:Opn of %2"pvc pipe Z--
r ` Alt Benchmark El.100.70Ft
op of V2" pvc pipe -
= Borings
Boring Elevations
B1 =141.1017t
7vr B2 =101.1017t
B3 =97,60Ft
,50Fe B4 =04.OOFt
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