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`4sconsin SOIL EVALUATION REPOR ~ #1488 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 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 ,13,0& - oo - co
Please print all information. Rev' By Date
Personal information you provide may be used , s 15.04 (1) (m)). 1617 6 O
Property Owner Pro arty Location
Sienna Corporation Govi. Lot NE1/4 SE1/4, S18, T30N, R18W
Property Owner's Mailing Address - Lot JBkx~C# Subd. Name or CSM#
4940 Viking Drive Suite 608 The Glens Of Willow River
❑ Village M Town Nearest Road
City State Zip e -h City
Minneapolis MN 554 00 Richmond 100Th 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 0.7 gpd/ sgft rating. Possible system elevation for Area
1 is 95.0'.
Boring # ❑ Boring
❑ Pit Ground surface elev. 98.49 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 0-12 10yr3/1 none sil ifsbk mfr as 2m,2f .6 .8
2 12-18 10yr4/4 none sil 2fsbk mfr gw 1vf .6 .8
3 18-26 10yr4/4 none sl 2msbk mfr gs 1vf .6 1.0
4 26-45 7.5yr5/6 none s Osg ml as .7 1.6
5 45-90 10yr5/6 none grCOS Osg ml as .7 1.6
6 90-115 10yr6/4 none / s't Osg ml .7 1.6
Boring # Boring
® Pit Ground surface elev. 99.03 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 'EfW
1 0-10 10yr3/1 none sl 2fsbk mfr as 2m,2f .6 1.0
2 10-22 10yr4/4 none sl 2msbk mfr a ivf .6 1.0
3 22-32 7.5yr5/6 none grs Osg ml a 1vf .7 1.6
4 32-88 10yr5/6 none cos Osg ml as .7 1.6
5 88-115 10yr6/4 none s Osg ml .7 1.6
r
a
* 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 9/15/2006 715-247-2941
S813-8330 (R07/00)
Property Owner Sienna Corporation Parcel ID # 3 Page 2 of 3
j 31 Boring # F] Boring
® Pit Ground surface elev. 98.44 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. ff#l *Eff#2
1 0-9 10yr3/2 none I 2fsbk mfr as 2f lvf *E.6 .8
2 9-23 10yr4/4 none sl 2msbk mfr Cs ivf .6 1.0
3 23-51 10yr5/4 none grs Osg ml as ivf .7 1.6
4 51-84 10yr5/6 none grcos Osg ml as .7 1.6
5 84115 10yr6/4 none s Osg ml - .7 1.6
Boring # El Boring
F-1 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
❑ Boring # F1 Boring
g ❑ 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 *Eff#2
* Effluent #1 = BOD5> 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) 5dwW Sol Tes ft, Inc.
Page-? of
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
Si ature: ' Lot No.:
Date: /S,-i 06 Legal Description: IVtl14 SE1/4 S18 T30N RI 8W
ackhoe pit Township, County: Richmond, StXroix
A Bench Mark El. 100.00' Top of 2" pvc pipe )
Q Alternate Be ch Mark El. 97 6/' Top of /She l l cex vele
Slope-- Contour Line El. Contour Line Length
11 147 4- &41,6~-
Scale 1 40'
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This Soil and Site Evaluation was com I a zoning requirement. It mayor may not be in a location suitable for you se.