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NVIsconsin SOIL EVALUATION REPORT #1472
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 not less than 8%x 11 inches in size. Plan must County P paper 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.D.
22
Please print all information. Revie By DPersonal information you provide may be used for secondary Law, s. 15.04 (1) (m)). 116716
o
Property Owner r3 Property Location
Sienna Corporation ovt. Lot SW1 4, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address k~ 6 2 of # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 22 The Glens Of Willow River
City State t35 od T P Qq r city ]Village ❑ Town Nearest Road
Minneapolis MN 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 gpd/sqft rating. Possible system elevation for Area
1 is 92.74'. Slope is 11%.
Boring # Boring
F1-1 ® Pit Ground surface elev. 97.12 ft. Depth to limiting factor 96+ 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 0-15 10yr3/2 none sil 2mgr mfr as 2m,2f .6 .8
2 15-25 10yr4/6 none sl 2fsbk mfr gw if .6 1.0
3 25-36 10yr4/4 none sl 2msbk mfr gw 2f .6 1.0
4 36-44 10yr5/6 none Is Osg ml cs .7 1.6
5 44-96 10yr6/4 none grs Osg ml .7 1.6
q2to
a Boring # El Boring
❑ Pit Ground surface elev. 97.92 ft. Depth to limiting factor 100+ 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 2fsbk mfr as 2m,2f .6 .8
2 11-24 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6
3 24-38 10yr4/6 none sil 2msbk mfr gw lvf .6 .8
4 38-100 10yr6/4 none s Osg ml .7 1.6
rl
al p~
* Effluent #1 = BODS> 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
a. r 1 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/12/2006 715-247-2941
SBD-8330 (R.07/00)
i
Property Owner Sienna Corporation Parcel ID # 22 Page 2 of 3
3 ] Boring # ❑ Boring
Pit Ground surface elev. 97.07 ft. Depth to limiting factor 100+ 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 A 2mgr mfr as 2m,2f .6 .8
2 12-20 10yr4/4 none sl 2fsbk mfr gw 1Vf .6 1.0
3 20-29 10yr4/6 none sl 2msbk mfr gw 1Vf .6 1.0
4 29-40 10yr5/6 c2d 1OVr6/8 sil 2msbk mfr Cs 1vf .6 .8
10yr6/2
5 40-69 10yr5/6 none grs Osg Ml Cs .7 1.6
6 69-93 10yr6/4 none s Osg ml as .7 1.6
7 93-100 7.5yr4/6 none sil lmsbk mfr .4c 6
In-eds
❑ Boring # ❑ Boring
Pit Ground surface elev. ft. Depth to limiting factor in n
❑ Soil Application Rate 5i,9
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
❑ 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 _ BOD> 30 <220 m /L and TSS >30 < 150 /L < <
' -
5 _ 9 _ mg Effluent #2 - BOD5 _ 30 mg/Land 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) Schmid Son Testing, br-
Page ,3 of
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: z/vIVO l/'k,hy drive GDS
1595 72nd St. City, State, Zip:
New Richmond, WI. 54017
Phone: 715~-f2.4_7---2941 _-y~ Subd.Name: The Glens of Willow River
Signature: _j=~` A' Z Lot No.: vC
Date: _l of Legal Description: 1/4 SE1/4 S18 T30N R18W
® Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark El, pC)_ / 7 Top of 7 6L.-IV (/V!j Z-" C"a'yf'Z)
Slope= Contour Line El. /1114 Contour Line Length
Scale 1" = 40'
R~ aye IN -r
p~ilr~
6+~ 9, ~ a1 9,~ 8l
3
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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.