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NVIsconsin SOIL EVALUATION REPORT #1494
Department of Commerce in accordance with Comm 85, Wis. Adm. Code P 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 1.
45
Please print all information. Revie By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Sienna Corporation RECEIVED ovt. Lot W1/44,1/4, 18, T30N, R18W
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 45 The Glens Of Willow River
City State ip Code Phone u r City ❑ Village ❑ Town Nearest Road
Minneapolis MN 5543%T CROIX COUNT Richmond 95Th St.
❑ New Construction Use: ❑ Residential / Number o 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 forna 'conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area
1 is 95.6'. *'o +b 6e- j0(.-kA--.qr- 6-44
F 1-1 Boring # ❑ Boring
Pit Ground surface elev. 99.56 ft. Depth to limiting factor 115+ 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 *01#2
1 0-8 10yr3/1 none sil 2fsbk mfr as 1vf .6 .8
2 8-23 10yr3/4 none Sid 2msbk mfr CS 1vf .4 .6
3 23-42 10yr5/4 none grcos Osg ml Cs .7 1.6
4 42-60 10yr5/6 none Cos Osg ml as .7 1.6
5 60-98 10yr6/4 none s OSg ml Cs .7 1.6
6 98-115 10yr5/6 none grcos Osg ml .7 1.6
Boring # Boring
Pit Ground surface elev. 98.86 ft. Depth to limiting factor 112+ 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 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 8-17 10yr4/4 none sl 2msbk mfr Cs ivf .6 1.0
3 17-60 10yr5/4 none grcos OSg ml gs .7 1.6
4 60-112 10yr5/6 none Cos Osg ml .7 1.6
i
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS 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
SBD-8330 (R.07/00)
Property Owner Sienna Corporation Parcel ID # 45 Page 2 of 3
Boring # ❑ Boring
Z Pit Ground surface elev. 98.61 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 0-9 10yr3/3 none A 2fsbk mvfr as 2vf .6 .8
2 9-14 10yr4/6 none grsl 2msbk mvfr cs lvf .6 1.0
3 14-51 10yr5/6 none grcos Osg ml as .7 1.6
4 51-115 10yr6/4 none s Osg ml .7 1.6
1
a
L
b•~Z'
❑ Boring # 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/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ 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 *Eff#2
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 Son Tesung Im.
Page 2 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: 715-247-2x941 Subd.Name: The Glens of Willow River
Signatur`~/ Lot No.: 7Y-
Date: _.7 / h i 0C, Legal Description: M./l/4 SEl/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. /o,7VO Top of -2 165MC
Slope= rf 1` Contour Line El. IV14 Contour Line Length /yA
Scale 1" = 40'
61,
J~O 14
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.