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Wisconsin Department ofC mercea I SOIL EVALUATION REPORT Page 1 of 3
,jAC JNINOZ
Division of Safety and Buildi gs Wowrrtce w h Comm 85, Wis. Adm. Code Steel Soil service
County
Attach complete site pl n on ppaad~ o,t I2 tlan 'xx 1~1 inch in size. Plan must St. Croix
include, but not limited : verticS ~ho~zoital ~ty-,ce poin (BM), direction and
ul ~~~L~
percent slope, scale or imemsions, north arrow, an_d loication distance to nearest road. Parcel I.D.
/eastV ~i►it tion a ewed By Date
Personal information yo u (Privacy Law, s. 15.04 (1) (m)).
I=, 12 1 C71-1
Property Owner Property Location
Sienna Corporation Govt. Lot SW 1/4 NE 19 S 20 T 29 N R 19 W
Property Owner's Mailing Address Lot # Block Subd. Name or CSM# (j ' Z / L 1
4940 Viking Dr, Suite 608 68 The Glen
City State Zip Code Phone Number J City _j Village 0 Town Nearest Road
MN 55435 q5~- X35-~' Hudson Carmichael Rd.
N New Construction Use: e Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement J Public or commercial - Describe:
Parent material Pitted outwash Flood plain elevation, if applicable na
General comments
and recommendations: System elevation 94.30ft, trenches spaced and depth to code 4.75ft below grade
Boring # J Boring
- Pit Ground Surface elev. 99.05 ft. Depth to limiting factor 120 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 10yr3/3 none sit 2msbk mfr es 1c .5 .8
2 14-29 10yr4/4 none sicl 2msbk mfr gw 2f .4 .6
3 29-42 10yr4/4 none scl 2msbk mfr cs na .4 .6
4 42-120 7.5yr4/6 none cos osg mvfr na na .7 1.2
f 11
4-0 U
Boring # I Boring
e Pit Ground Surface elev. 99.05 ft. Depth to limiting factor 120 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 0-12 10yr3/3 none sit 2msbk mfr cs 1c .5 .8
2 12-24 10yr4/4 none sicl 2msbk mfr gw 2f .4 .6
3 24-32 10yr4/4 none scl 2msbk mfr cs na .4 .6
4 32-120 7.5yr4/6 none cos osg mvfr na na .7 1.2
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 :S.30 mg/L and TSS <_30 mg/L
CST Name (Please Print) n e:' CST Number
David I Steel
248956
Lz5z7 -
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 9/11/2002 715-246-5085
I
Property Owner Sienna Corporation Parcel ID # pending Page 2 of 3
3 J Boring
1/ Pit Ground Surface elev. 96.05 ft. Depth to limiting factor 96 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef1#2
1 0-18 10yr3/3 none sit 2msbk mfr cs 1 c .5 .8
2 18-47 10yr4/4 none sicl 2msbk mfr gw 2f .4 .6
3 47-63 7.5yr4/4 none Is osg mvfr cs na .7 1.2
4 63-96 7.5yr4/6 none ms osg ml na na .7 1.2
S~~q3
❑ Boring # I 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff42
F-1 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/ftZ
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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Page 3 of 3
STEEL'S SOIL SERVICE
David I Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, WI 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 68
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'
♦ - Benchmark El. 100.0017t
op of 11/2"pvc pipe
• - Alt Benchmark EL 100,0517t
op of 1/2" pvc pipe
a = Borings
Boring Elevations
B 1 =99 05Ft
B2 =99.05Ft
B3 =96.05Ft
B4 =00.OOFt
33, 19' 5S ' 7 r 0-77
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HUDSON, WISCONSIN
THE GLEN James R. Hill Inc.
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