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`VIsconsin SOIL EVALUATION REPORT - - #1506
Department of Commerce in accordance with Comm 85, Wis. Adm. Code_ Page 1 of 3
Division of Safety and Buildings --9 if mitt 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.D.
66
Please print all information. Revie By Date
Personal information you provide may be use J for saRMIPETIM acy s. 15.04 (1) (m)). /O
Property Owner perty Location
Sienna Corporation vt. Lot SE1/ SE1/4, S18, T30N, R18W
Property Owner's Mailing Address L )t# Block # Subs. Name or CSM#
4940 Viking Drive Suite 608 66 The Glens Of Willow River
City State Zi Code hone umber ❑ City Village ❑ Town Nearest Road
Minneapolis MN 5 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 high trench 96.1', low trench 94.8'. Go ;nom da
❑ Boring iAllk--it L. ,alp
❑Boring #
❑ Pit Ground surface elev. 99.13 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sl 2csbk mfr as 2m,2f .6 1.0
2 8-12 10yr4/6 none grsl 2msbk mfr gw 1vf .6 1.0
3 12-28 10yr5/4 none grcos Osg ml as .7 1.6
4 28-96 10yr5/6 none grs Osg ml .7 1.6
~I
Boring # ❑ Boring
❑ Pit Ground surface elev. 100.35 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sil 2mgr mfr as 2m,2f .6 .8
2 8-15 10yr4/4 none sil 2msbk mfr gw 1vf .6 .8
3 15-24 10yr5/4 none grCOS Osg ml Cs .7 1.6
4 24-72 10yr5/6 none Cos Osg ml Cs .7 1.6
5 72-100 10yr6/4 none s Osg ml .7 1.6
96. t
* Effluent #1 = BOD 5> 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 9/16/2006 715-247-2941
SBD-8330 (R.07/00)
I
Property Owner Sienna Corporation Parcel ID # 66 Page 2 of 3
F 3 ] Boring # ❑ Boring
M pit Ground surface elev. 95.06 ft. Depth to limiting factor 99+ 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 *Efl#2
1 0-8 10yr3/4 none sl 2msbk mfr as 2m,2f .6 1.0
2 8-13 10yr4/6 none grsl 2msbk mfr Cs 2vf .6 1.0
3 13-29 10yr5/6 none grcos Osg ml as lvf .7 1.6
4 29-99 10yr6/4 none s Osg ml .7 1.6
❑ 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 # Boring
❑ Pit Ground surface elev. ft. Depth to limng 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
I
* Effluent #1 = B OD?
OD> 30 _ 220 mg/L and TSS >30 <_150 mg/L Effluent #2 BOD5 < 30 mg/L and TSS ~ 30 m9/L
s -
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) Schmitt Soo T
i
es*vi Inc.
i
Page J of -3
Cond>ftcted by: Conducted For:
'5chmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, W1. 54017
Phone: 715-247-2941 9/ a Subd.Name: The Glens of Willow River
Signature: Lot No.: ff7
Date: Legal Description: 5g 1/4 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
® Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. YS= `fi`r' Top of / "Sp~F-sue. Z'4 ir~`~
Slope= e~ g Contour Line El. /V,4 Contour Line Length ,V19
Scale 1" = 40'
01
a
6
This Soil and Site Bvaluati s co eted to fulfill a zoning requirement. It may or may not be in a location suitable for you use.