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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. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
L~ r
percent slope, scale or dimensions, north arrow, and location and distance to nearest road- Parcel I.D.
Please print all information. iewed gy Date
Personal information you provide may used f Au1y Lew, . 15.04 (1) (m)).
. 13 2C0
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 SI_ t 2 h 2002 Lot # Block # !~f Subd. Name or CSM#
' ® The Glen
4940 Viking Dr, Suite 608 - 75
City State zip Coc1 Pitt)[c~471 City Village jel Town Nearest Road
MN 55435 Sz-~'.2 Hudson Carmichael Rd.
✓i New Construction Use: II 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 98 2ft, trenches spaced and depth to code 4.08 below grade
1.9j dtQa
Boring # Boring
Pit Ground Surface elev. 102.80 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots iE GPD/ft-Eff#2
1 0-11 10yr3/3 none sl 2msbk mfr cs 2f .5 .9
2 11-27 10yr4/4 none scl 2msbk mfr cs 1f .4 .6
3 27-110 7.5yr4/4 none cos osg mvfr na na .7 1.6
Zt- ~z 7\s? CJA-4- a_-k 5~ 1`1-~)
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❑ Boring # Boring
Pit Ground Surface elev. 102.80 ft. Depth to limiting factor 110 in. Soo Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots - EGPD/ft-Eff#2
1 0-12 10yr3/3 none sl 2msbk mfr cs 1 c .5 .9
2 12-25 10yr4/4 none scl 2msbk mfr cs 1f .4 .6
3 25-110 7.5yr414 none cos osg mvfr na na .7 1.6
To
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. VSY
' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5. 30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel Sal Service c Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, W 154017 9110/2002 715-246-5085
Property owner Sienna Corporation Parcel ID # pending Page 2 of 3
3~ F Boring # Boring
M Pit Ground Surface elev. 100.10 ft. Depth to limiting factor 110 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft E
1 0-30 10yr3/3 none sl 2msbk mfr cs 1f .5 _9
2 30-37 10yr4/4 none scl 2msbk mfr cs 1f .4 .6
3 37-110 7.5yr4/6 none ms osg mvfr na na .7
1 •~i
-o Z s~ is
(7
❑ 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/W
*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/ftz
*Eff#1 *Eff#2
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 -S_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 SWl/4,NE1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot 75
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'
6~ Benchmark El. 100.00Ft
Top of 1/2"pvc pipe
/ Alt Benchmark El.100,05Ft
op of 1/2" pvc pipe
o = Borings
Fk lob ./Of* Boring Elevations
lnj,5VP+ -IOZgory B1 =102.80Ft
B2 =102.80Ft
j B3 =100.1017t
B4 =00.OOFt
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