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1147
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
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. l
Please print all information. i gy Date
Personal information you provide may be used for sewndary purposes (Privacy taw, s. 15.04 (1) (m)). ~7 Q
Property Owner. r ; r Location
Sienna Corporation Govt. L CvW~'19 NW 19 S 20 T 29 N R 19 W
Property Owner's Mailing Address Lot # Bloz Subd. Name or CSM#
4940 Viking Dr, Suite 608 SEP r➢ {y L(J 2. 49 ale The Glen 7 J
City ~r7j a State Zip Cod Phane Number ity Village Town Nearest Road
MN 55435 go;
5fr3~ Hudson Carmichael Rd.
1fl New Construction Use. V 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 P a
and recommendations: System elevation 95.80ft, trenches spaced and depth to code
/80ft b blow grade
S e s a, oL G,1,~nJ - B l 2 ~
Boring # _ Boring t►yt si~2.
✓l pit Ground Surface elev. 99.80 ft. Depth to limiting factor 96 in. LSal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-10 10yr3/4 none sl 2msbk mfr cs 1f .5 .9
2 10-26 7.5yr4/4 none Is osg mvfr gw na .7 1.2
3 C26-96 7.5yr4/6 none ms osg ml na na C7) 1.2
Boring # _ Boring
t✓ Pit Ground Surface elev. 99.80 ft. Depth to limiting factor 96 in. Sod Appticatan Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-17 10yr3/2 none sil 2msbk mfr gw 1f .5 .8
2 17-36 7.5yr4/4 none sicl 2msbk mfr Cs na .4 .6
3 ~ 7.5yr4/6 none ms osg ml na na U7 1.2
lyq
~Di./ylo a
• Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODs< 30 mg/- and TSS <._30 mg/-
CST Name (Please Print) Signature: CST Number
David J. Stee! 248956
Address steel soil service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 17 9/19/2002 715-246-5085
Property owner Sienna Corporation Parcel ID # Pending Page 2 of 3
3 ] F Boring # Boring
Pit Ground Surface elev. 96.50 ft. Depth to limiting factor 96 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-9 10yr3/2 none I 2msbk mfr gw 1 c .5 .8
2 9-24 10yr4/4 none sic[ 2msbk mfr 9w 1 f .4 .6
3 2424 10yr4/4 none scll 2msbk mfr cs na .4 .6
4 97.5yr4/4 none cos / osg mvfr cs na ~ 1.6
5 60-96 7.5yr4/6 none ms osg ml na na .7 1.2
i
❑ Boring # Boring
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/ft'
*Eff#1 *Eff#2
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Collor Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*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 NE1/4,NW1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot # 49
This soil evaluation was conducted to satisfy a zoning- requirement, it mayor 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.OOFt N
Top of '/2" pvc pipe
. = Alt Benchmark E1.99.8017t
Top of 1/2" pvc pipe
o = Borings
Boring Elevations
B1 =99.80Ft
B2 =99.80Ft
B3 =96.50Ft
B4 =00.OOFt
fl-• ,sofa o ~
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56~
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