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NVIsconsirn SOIL EVALUATION REPORT #1519
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Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page
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.
Please print all i 48
Reviews Date
Personal information you provide may be used for L w, s. 1 .04 (1) (m)). DD
Property Owner Prope[ty Location
Sienna Corporation SEP 6 Govt. of NW1/4, E1! , S18, T30N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 ST. CROIX COUNT 44 ~ The Glens Of Willow River
City State Zip C Phone Number City ❑ 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 ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.74pd/ sqft rating. Possible system elevation for Area
1 is (step trenches) high trench 93.5', low trench 92.0'. m~ Go u~~ z
Boring # ❑ Boring
Z Pit Ground surface elev. 96.97 ft. Depth to limiting factor 115+ 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 0-7 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 7-15 10yr4/6 none sl 2fsbk mfr Cs 1vf .6 1.0
3 15-43 10yr5/4 none grcos Osg ml as .7 1.6
4 43-115 10yr6/4 none s Osg ml .7 1.6
a Boring # Boring
❑ Pit Ground surface elev. 96.97 ft. Depth to limiting factor 115+ 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 0-8 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 8-15 10yr5/6 none grcos Osg ml gw 1vf .7 1.6
3 15-47 10yr5/4 none Cos Osg ml Cs .7 1.6
4 47-115 10yr6/4 none s Osg ml .7 1.6
* Effluent #1 = BOD? 30 < 220 mg/L and TSS 30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS S.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
SBD4330 (x.07/00)
Property Owner Sienna Corporation Parcel ID # 48 Page 2 of 3
fi] Boring # Boring
pit Ground surface elev. 93.56 ft. Depth to limiting factor 114+ 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 0-10 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 10-18 10yr5/4 none groos Osg ml gw lvf .7 1.6
3 18-58 10yr5/6 none Cos Osg Ml Cs .7 1.6
4 58-114 10yr6/4 none s Osg ml .7 1.6
F-1 Boring # E] Pit Boring
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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2
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'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfW
* Effluent #1 = BOD5> 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
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (807/00) Schmitt Soo Testing, Inc.
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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, WI. 54017
Phone: 715-247-29f41 Subd.Name: The Glens of Willow River
Signature: Lot No.:
Date: 016 Legal Description: IVW 1/4 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Q Alternate Bench Mark El. &9, 31 i Top of
Slope= " Contour Line El. sYlot Contour Line Length &A
CUJ -Ole 56-C
Pr~~~ Roc~,,1
Scale I" = 40'
OR
This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may not be in a location suitable for you use.