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`0pisCOnsin SOIL EVALUATION REPORT #1473
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of
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 istance to nearest road. Parcel I.D.
2
Please print all i Revie By Date
Personal information you provide ma use ry purposes (Priv Law, s. 15.04 (1) (m)). ~G d
Property Owner 20~ Property Location
Sienna Corporation F Pa 6 Govt. Lot SW1/, SE1/4, S18, T30N, R18W
Property ners
I S. Nailie or
ling Addres 494 Vik ng Dri ve (Suite 608 s CRO~X GO~N~ Lot 20 Block # T e Glens Of W
River
City State ip Code umber City ❑ Village M Town Nearest Road
Minneapolis MN 35 Richmond 95Th St.
❑ New Construction Use: M Residential / Number of bedrooms 3 Code derived design flow rate 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 O.Q_qgd/ sgft rating, recommended rate. Possible
system elevation for Area 1 is 95.59. Slope is 0%.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 99.28 ft. Depth to limiting factor 93 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 0-10 10yr3/2 none sl 2mgr mvfr as 2m,2f .6 1.0
2 10-24 10yr4/4 none sd 2msbk mfr gw lvf .4 .6
3 24-37 10yr4/6 none sl 2msbk mfr gw 2vf .6 1.0
4 37-61 10yr5/6 none cos Osg ml Cs .7 1.6
5 61-93 10yr6/4 none s OSg ml as .7 1.6
6 93-105 2.5y6/6 c2d 10yr6/6 vfs Osg ml .4 .6
1 r7 1 i
#
Boring F2113oring ® Pit Ground surface elev. 99.01 ft. Depth to limiting factor 79 ✓ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/itz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 none sil 2mgr mfr as 2m,2f .6 .8
2 10-24 10yr4/4 none sid 3msbk mfr gw lvf .4 .6
3 24-78 10yr2/6 none s Osg ml as .7 1.6
4 79-100 2.5y6/6 c2d 10yr6/8 vfS Osg ml 4 6
10yr7/1
41.1
* 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 9/13/2006 715-247-2941
SBD-8330 (R.07/00)
Property Owner Sienna Corporation Parcel ID # 20 Page 2 of
3 ] Boring # D Boring
® pit Ground surface elev. 98.84 ft. Depth to limiting factor 81 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 0-11 10yr3/2 none I 2mgr mfr as 2m,2f .6 .8
2 11-20 10yr4/4 none sl 2msbk mfr gw ivf .6 1.0
3 20-33 10yr4/6 none sl 2msbk mfr Cs 1Vf .6 1.0
4 33-81 10yr5/4 none Cbs Osg ml as .7 1.6
5 81-96 2.5y6/6 c2d 10yr6/8 vfs OSg ml .4 .6
.5
❑ 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
❑ 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. *Etf#1 *Eff#2
I
jl
I
I
I
I
* 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 (8.07/00) Sthmkt Sol Teov, IBC.
L
Page 3 of -3
'Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address:
,~„~~o/.fi
1595 72nd St. City, State, Zip:
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: . Lot No.: 1? 0
Date: Legal Description: 5 J 114 SE1A S18 T30N R18W
® Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate B nch Mark El. _16D,W /Top of
Slope= 04 Contour Line El. A/ Contour Line Length _14111_
Scale 1" = 40' -3)
Sf l
y9`
63
I'l 1 r
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3fi7'
Cw~ a3
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.