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1137
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sal Service
Attach complete site plan on paper not less than 8'h x 11 inches in size. Plan must County 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 LD /rV
Please print all intomtadon. Date
Personal information you prordde may be usedfor sesrondary Purposes Frr-- , s au Ot (m)~
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 #l. ~ Subd. Name or CSM#
4940 Viking Dr, Suite 608 ILI `Zd 63 The Glen 2
C.
~r State Zip C hone NumberCity Village Tam Nearest Road
MN 55435 Sfi~?3S' Hudson Dorwin Rd.
ej New Construction Use: if R umber of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted outwash Flood plain gym, d na
General comments
and recornmendations: System elevation 100.75ft, trenches spaced and depth to code 150ft below grade
U
_ Boring # Boring
Yll Pit Ground Surface elev. 104.25 ft. Depth to limiting factor 96 in. Sot Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
*Eff#1 *Eff#2
1 0-10 10yr3/3 none sicl 2msbk mfr cs If .4 .6
2 10-17 1Oyr4/4 none scl 2msbk mfr cs na .4 .6
3 17-102 T.5yr4i4 none cos osg mvfr na na 6D 1.6
sys Y. c~ sad
1 ~00
Boring # Boring
tt Pit Ground surface elev. 104.25 fl. Depth to limiting factor 102 in. Sot Application Rate
Horizon Depth- DommantColor Redox Description Textura Structure Consistence Boundary Roots GPDM-2
*Eff#1 *Eff#2
1 0 9 10yr3/3 none sil 2msbk mfr cS tf .5 .8
2 9-22 1Oyr414 none sicl 2msbk mfr cs 1vf .4 .6
3 402 7.5yr4/6 none ms osg ml na na 1.2
* 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
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel Sal Service r Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 9/12/2002 715-246-5085
Property Owner Sienna Corporation Parcel ID # pending Page 2 of 3
3 ( Boring # - ' Boring
L"~ ✓ Pit Ground Surface elev. 99.85 ft. Depth to limiting factor 102 in. Soil ppplrztion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *EM
1 0-12 10yr313 none sit 2msbk mfr CS if _5 .8
2 12-10 10yr4/6 none ms osg ml na na U 1.2
Go•-wl~- SGr~t.G~/
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/It'
*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
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 SWI /4,NE I /4,S 20,T29,R] 9W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot 63
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
I"=40'
♦ =Benchmark EL 100.OOFt
Top of '/Z"pvc pipe
a, = Alt Benchmark El.100.25Ft
Top of Y,." pvc pipe
o = Borings
Boring Elevations
-o-27 B-1 =104.25Ft
B2 =I04.25Ft
B3 =19.85Ft
B4 =00.OOFt
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