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l IV
Nvisconsin SOIL EVALUATION REPORT #1495
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must 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.
46
Please print "jutonnation.
Revie By Date
Personal information you provide may be u for s. 15.04 (1) (m)).
G6// Z d(o
Property Owner operty Location
Sienna Corporation 1~ WP ovt. Lot W1/4 E1/ , S18, T30N, R18W
Property Owner's Mailing Address of # Block # Subd. Nam or CSM#
4940 Viking Drive Suite 608 S7 46 The Glens Of Willow River
city state . Code on Awt ❑ City [:]Village M 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 0.7 gpd/sgft rating. Possible system elevation for Area
1 is 95.0'. ~
M.,... -4, 12- 0~~1~~ a// 4--- 5 6
Boring # Boring znu/a.i(cvw" /
® Pit Ground surface elev. 99.36 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 10yr3/1 none sil 2fsbk mfr as 2vf .6 .8
2 9-16 10yr4/4 none sd 2msbk mfr gs 1vf .4 .6
3 16-20 10yr4/6 none sl 2msbk mfr cs .6 1.0
4 20-60 10yr5/6 none grcos Osg ml as .7 1.6
5 60-115 10yr6/4 none s Osg ml .7 1.6
R5•0
2.3L+ I
2] 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/ft2
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 a 1vf .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
32
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_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 9/18/2006 715-247-2941
SBD-8330 (A07/00)
Property Owner Sienna Corporation Parcel ID # 46 Page 2 of 3
1 Boring # ❑ Boring
Pit Ground surface elev. 96.61 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 *Eff#2
1 0-8 10yr3/3 none grsl 2fsbk mfr as 3vf .6 1.0
2 8-28 10yr5/4 none grCos Osg MI Cs 1vf .7 1.6
3 28-115 10yr5/6 none Cos Osg ml .7 1.6
Il 5y
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
❑ Boring # El 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 •E02
" 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 QL07/00) SChMkt Soo Tesm), Im.
• Page 3 of 3
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 ~c
Signature: Lot No.:
Date: I /s 10,6 Legal Description: 1~ 1/4 SETA S18 T30N R18W
in Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe ,X
Q Alternate Bench Mark El. /o,?,/U Top of
Slope= 4~•S- Contour Line El. Contour Line Length
~
Scale 1 40'
to`
5u I
-7
~~-713 LA q
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.