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#1527
Wisconsin SOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings mitt 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 distan nearest road. Parcel I.D.
Please print all information. 2
Revie By Date
Personal information you provide may be used for secondary Law, s. 1 (1) (m)). / a /Q p b
Property Owner operty ovation
Sienna Corporation 6 A. Lot NW1/4 NE1/4, S19, T30N, R18W
Property Owner's Mailing Address S lock # Subd. Name or CSM#
4940 Viking Drive Suite 608 2 The Glens Of Willow River
City State Zip Code hone r City ~ Village M Town Nearest Road
Minneapolis MN 55435 Richmond 95Th St.
New Construction Ilse: 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 Q.7 sgft rating. Possible system elevation for Area
1 is (step trenches) high trench 97.75', low trench 96.75'. Are., -r- '73.7
F-11 Boring # ❑ Boring
® Pit Ground surface elev. 101.75 ft. Depth to limiting factor 105+ 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 0-14 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 14-28 10yr4/3 none sl 2msbk mfr gw ivf .6 1.0
3 28-34 10yr4/6 none sl 2msbk mvfr gs .6 1.0
4 34-41 7.5yr5/6 none Is Osg ml rs .7 1.6
5 41-67 10yr6/4 none s Osg ml as .7 1.6
6 67-105 10yr5/6 none " grs Osg ml .7 1.6
it
2]Boring # Boring
Pit Ground surface elev. 101.75 ft. Depth to limiting factor 108+ 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 0-11 10yr3/3 none sl 2msbk mvfr gs 2vf .6 1.0
2 11-22 10yr3/4 none sl 2msbk mfr gw ivf .6 1.0
3 22-31 10yr4/4 none sl 2msbk mvfr gw ivf .6 1.0
4 31-46 10yr4/6 none Is icsbk mvfr as .7 1.6
5 46-108 10yr6/4 none s Osg ml - .7 1.6
47~5
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 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 9/20/2006 715-247-2941
ssn-9330 (I L07/00)
Prdperty Owner Sienna Corporation Parcel ID # 28 Page 2 of 3
M Boring # Boring
® Pit Ground surface elev. 98.70 ft. Depth to limiting factor 105+ 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
1 0-12 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 12-26 10yr4/4 none sl 2msbk mfr gw 2vlF .6 1.0
3 26-35 10Yr4/6 none sd 2msbk mfr 9w ivf .4 .6
4 35-44 10yr4/6 none sl 2msbk mfr gw .6 1.0
5 44-50 10yr5/6 none Is icsbk mvfr cs .7 1.6
6 50-105 10yr6/4 none s Osg ml .7 1.6
❑ Boring # Ll 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2
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 (8.07100) SdWdtt Sao Tom, irx.
Page -7 of J
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas I Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot No.:
Date: _5;' / ,?6 Legal Description: /1/0VE1/4 S19 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
~i Alternate Bench Mark El. 07-05-'Top of Srfee / A lcaeNe2 AVID (~e-j c-0 --Ive= )
Slope= " Contour Line El. /Y.4 Contour Line Length /1N,4
Scale 1" = 40' B k
ti
1=
~ X Ease
a~ ~133 3
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.