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1116
Wisconsin Department of Commerce SOIL EVALUATION REPORT page t of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code steel soil service
County
Attach complete ske plan on paper not less than 8hx 11 inches in size- Plan must St Crob(
include, but not limited to: vertical and horizontal reference point (BML direction and /
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. O.L e;
Please print all informatiqB,..,_.r_ , Revk77~~ Date
Personalinfonnatim you provide may be used fors ndary p (grn ► t8w, s ]9.Q4 4110))- Q ate
Property Owner Property(, Loon
Sienna Corporation ''(?5pvt. Lot SW 1/4 NE 1/4 S 20 T 29 NR 29 W 1-1 Property Owner's Mailing Address Lot # Block # ubd. Name or CSM#
4940 Viking Dr, Suite 608 61 _ The Glen
City State Zip Code Phone W4 mN>er__~ - Y Village Town Nearest Road
MN 55435 5z-SZSof( Hudson Carmichael Rd.
New Construction Use: Y, Residential / Number of bedrooms 4 Cade 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 9910ft, trenches spaced and depth to code 3.50ft below grade
I 9 1 Ong # Boring
Pit Ground Surface elev. 101.60 ft. Depth to limiting factor 96 in. Soo Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtit2
-Eff#1 *Eff#2
1 0-16 10yr3/3 none sill 2msbk mfr gw if .5 .8
2 16_31 10yr414 none sr icl_ 2msbk mfr cs na .4 .6
3 t-96 7.5yr4/6 none ms osg ml cs na .7 1.2
fig, r . 42, 77
goring # I Boring
071, Pit Ground Surface elev. 101.60 ft. Depth to limiting factor 96 in, Sod Application Rate
Horizon Depth DominantCoku Redox Description Texture Structure Consistence Boundary Roots GPD/it2
*Eff#1 *Eff#2
1 0-12 10yf3/3 none sit 2msbk mfr 9w If .5 .8
2 12-30 10yr4/4 none sic(, 2msbk mfr cs na .4 .6
3 30-42 5yr414 none is osg mvrr cs na T 1.2
4 42-9 , 7.5yr4/6 none ms 0,59 Will na na .7 1.2
Sl 6,1,- A- .
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s-30 mg/L and TSS < 30 mg/L
CST Name (Please Print) ure: CST Number
David J. Steel 248956
Address Steel Sal 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
Boring# , Boring
Pit Ground Surface elev. 100.20 ft. Depth to limiting factor 95 in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff42
1 0-20 10yr3/3 none sil 2msbk mfr gw if _5 _8
2 20-30 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 30-42 5yr4/4 none Is osg mvfr cs na _7 1.2
4 42-96 7.5yr4/6 none ms osg ml na na .7 1.2
Boring F-I # 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/ft2
*Eff#1 *Eff#2
Boring F-I # Boring
Pit Ground Surface elev. ft. Depth to limning factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*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, 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 61
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'
A = Benchmark El. I MOOR
Top of ''/2"pvc pipe
s = Alt Benchmark El. I00,20Ft
Top of pvc pipe
❑ = Borings
Boring Elevations
Cj_ D Z BI =101.60Ft
B2 =101.60Ft
B3 =100.20Ft
B4 =00.OOFt
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