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1118
SOIL EVALUATION REPORT Page 1 of 3
Wisconsin Department of Commerce
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. Crob(
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. L
Please print all inforrnation. _ iewed g Date
Personal information you provide may used for pprposas,~Priuscy tew s .1 -04 (1) ( 3
Property Owner Property ocation
Sienna Corporation C, r~ GQ Lot SW 1/4 NE 1/4 S 20 T 29 N R 19 W
Property Owner's Mailing Address edt # i Block # I Subd. Name or CSM#
The Glen ('Zoo)
4940 Viking Dr, Suite 608 67
erd
City ,t D;4" State Zip Code hone Nuipbler Village 01 Town Nearest Road
MN 55435 40-2 - Hudson Carmichael Rd.
✓ 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 AdJ~~~ Q r
and recommendations: System elevation 96.85ft, trenches spaced and depth to code 4.50ft below grade
M a,( A4,
Boring # Boring
Pit Ground Surface elev. 101.35 ft. Depth to limiting factor 96 in. Soil Appiication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ;EGPD/ft~Eff#2
1 0-12 10yr313 none all 2msbk mfr 1 f cs .5 18
2 12-24 10yr4/4 none sicl 2msbk mfr 1f cs -4 .6
3 24-843 7.5yr4/4 none cos osg mvfr na cs 1.6
36, y FrewF --f G't A,
4 84-96 7.5yr4/6 none ms osg ml na na 7 .7
360 Nlq I.2A,.--4, i-t-, s g2`,Igt X
sq wed -~v tAtAt~ s~nk----4-9 ioz
a Boring # . Boring
1YF Pit Ground Surface elev. 101.35 ft. Depth to limiting factor 96 in. Soil Applicaton Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft'Eff#2
1 0-12 10yr3/3 none sit 2msbk mfr 1f cs .5 18
2 12-27 10yr4/4 none ssiicl~ 2msbk mfr 1 f cs .4 .6
3 27-42~~ rr 4/ none /cost osg mvfr na cs 7 1.6
4 42-96 7-5yr4/6 none ms osg ml na na 7 .7
' 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
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 9/11/2002 715-246-5085
property owner Sienna Corporation Parcel ID # pending Page 2 of 3
3 1 Boring # Boring
of, Pit Ground Surface elev. 99.35 ft. Depth to limiting factor 96 in. Sol Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-12 10yr3/3 none sil 2msbk mfr 1f cs .5 18
2 12-27 10yr4/4 none sicl 2msbk mfr 1f cs .4 .6
3 27-42 7.5yr4/4 none cos osg mvfr na cs U 1.6
4 42-96 7.5yr4/6 none ms osg ml na na 0 .7
F-I 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/ft'
*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/ft'
*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 SW1/4,NE1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot 67
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not he 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 100.00Ft
Top of ''/2"pvc pipe
• = Alt Benchmark El.100.05Ft
Top of 1/2" pvc pipe
o = Borings
Boring Elevations
B1 =101,35Ft
B2 =101.35Ft
B3 =99,35Ft
B4 =00.OOFt
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NUOSON, WISCONSIN
THE GLEN James R. Hill, Inc.
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