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•NNAsconsin SOIL EVALUATION REPORT #1518
Department of Commerce in accordance with Comm 85, Wis. Adm. Code ge 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less than 8'/ 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 dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
47
Please print all i o- Re wed y Dat
Personal information you provide may be used for ry purpo ~ AQW, s. 1 .04 (1) (m)). /Z Cfp
Property Owner Prope Location
Sienna Corporation SEP 2 6 200 Govt. of N 1/4, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address ST. CROIX COON Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 4 The Glens Of Willow River
City State Zip C Cri'Y E] Village ❑ Town Nearest Road
Minneapolis MN 55435 Richmond 95Th St.
❑ New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable na tt.
General comments
and recommendations: Area is suitable for a conventional system with a 0.7 gpd/ sgft rating. Possible system elevation for Area
1 is (step trenches) high trench 95.50', low trench-RU. ~r '6 7.• Z
F-11 Boring # ❑ Boring
❑ Pit Ground surface elev. 98.72 ft. Depth to limiting factor 105+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 8-17 10yr4/4 none sl 2msbk mvfr Cs 3vf .6 1.0
3 17-47 10yr5/6 none Cos Osg ml Cs .7 1.6
4 47-57 10yr5/4 none vgrCOS Osg ml Cs .7 1.6
5 57-105 10yr6/4 none s Osg ml .7 1.6
a Boring # Boring
❑ Pit Ground surface elev. 98.72 ft. Depth to limiting factor 102+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/2 none A 2fsbk mfr as 2vf .6 .8
2 11-20 10yr3/4 none vgls icsbk mvfr gw 2vf .7 1.6
3 20-76 10yr5/4 none grcos Osg ml Cs .7 1.6
4 76-102 10yr6/4 none s Osg ml .7 1.6
n . tp
is .
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/18/2006 715-247-2941
ssn-8330 (307100)
Property Owner Sienna Corporation Parcel ID # 47 Page 2 of 3
Boring # ❑ Boring
® Pit Ground surface elev. 92.62 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
1 0-17 10yr3/1 none sl 2fsbk mvfr as 2f .6 1.0
2 17-40 10yr4/4 none sl 3msbk mvfr gw ivf .6 1.0
3 40-47 10yr4/6 none sl 2msbk mvfr cs 1vf .6 1.0
4 47-98 10yr6/4 none s Osg ml as .7 1.6
5 98+ 2.5y7/2 none vfs Osg ml .4 .6
Z
~l
ti
-7 a 1,4
❑ 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'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'EfW
❑ Boring # El Boring
El 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfW
Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L " Effluent #2 = BODS < 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
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (807/00) SChmftt SON TeOV, BK.
Page .3 of j
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1.595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
' y7
Signature: ~ Lot No.:
Date: Legal Description: rY4✓114 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Z~ Alternate Bench Mark El. 9 7v Top of
Slope= / P. Contour Line El. /V14 Contour Line Length
Scale V = 40'
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ThisSoiland ite Evaluation was completed to fulfill a zoning requirement. It mayor may not be in a location suitable for you use.