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`VIsconsin SOIL EVALUATION REPOT #1485
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.
10
Please print all infon7nardon. Rev' By Date
Personal information you provide may be used for secondary purposes (Privacy Law s. 04 (1) (m)). I(~ 9 O
Property Owner RECEIVt:l rope Location
Sienna Corporation Govt. L t NW1/ , SE1/4, S18, T30N, R18W
Property Owner's Mailing Address ~ot # Block # Subd. Na a or CSM#
4940 Viking Drive Suite 608 HP 2 6 20 10 The Glens Of Willow River
City State Zip Cod Phone Numb C Village Town Nearest Road
Minneapolis MN 55435 ST. CROI SOU T~ Richm nd~ 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 20/ sgft rating. Possible system elevation for Area
1 is 95.7'.
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.10 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 0-9 10yr3/1 none sil 2fsbk mfr as 2m,1f .6 .8
2 9-21 10yr4/6 none sicl 2fsbk mfr gw if .4 .6
3 21-27 10yr4/4 none scl 2msbk mfr Cs ivf .4 .6
4 27-60 10yr5/4 none grcos Osg ml Cs .7 1.6
5 60-115 10yr5/6 none s Osg ml .7 1.6
.7
21 Boring # El Boring
❑ Pit Ground surface elev. 99.62 ft. Depth to limiting factor 120+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sil 2fsbk mfr as 1m,2f .6 .8
2 10-14 10yr4/3 none sicl 3msbk mfr gw 2vf .4 .6
3 14-24 10yr3/4 none scl 3msbk mfr a ivf .4 .6
4 24-5 10yr5/4 none grcos Osg ml as .7 1.6
5 65-120 10yr5/6 none grcos Osg ml .7 1.6
i
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <_30 mg/L and TSS S.30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt '^.4 : "1, 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/14/2006 715-247-2941
SBD-8330 (807/00)
Property Owner Sienna Corporation Parcel ID # 10 Page 2 of 3
Fil - Boring # ❑ Boring
N Pit Ground surface elev. 99.25 ft. Depth to limiting factor 122+ 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 0-13 10yr3/1 none A 2fsbk mfr as 1m,2f .6 .8
2 13-26 10yr4/4 none sid 2msbk mfr Cs 2f .4 .6
3 26-34 10yr5/4 none grccos Osg MI Cs 1vf .7 1.6
4 34-52 10yr5/4 none grcos Osg MI Cs .7 1.6
5 52-122 10yr5/6 none s Osg ml .7 1.6
.V
❑ 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODs > 30 220 mg/L and TSS >30 <150 mg/ L L * Effluent #2 = BOD5 < 30 m9/L and TSS - 30 m9/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 (807/00)
SduNft Sol Testing, Inc.
V Page -3 of
Conducted by: Conducted For:
Schmitt 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, Wl. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
~
Signature: Lot No.: _)Q
Date: 6 Legal Description: /l/!t/1/4 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
® Bench Mark El. 100.00' Top of 2" pvc pipe
Q Alternate Bench Mark El. 377, V? Top of SAee/ Z 12V, PJ P pe ` PA / 0
Slope= Q Contour Line El. /VA Contour Line Len -\4,,o~
Scale 1" = 40'
LPG Rss.ga
Y
~30
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Z..
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This Soil and Site valuation was comple o fulfill a zoning requirement. It may or may not be in a location suitable for you use.