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Visconsin SOIL EVALUATION REPORT-~
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 County
p 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. .
4
Please print all information. Rev' By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). c' O
Property Owner -Pr perty Location
Sienna Corporation RECEIVED G A. Lot NE1 , SE1/4, S18, T30N, R18W
Property Owner's Mailing Address Lo # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 4 The Glens Of Willow River
City State Zip Code Phone Number City Village
❑ Town Nearest Road
Minneapolis MN 5J35 T. CROIX COUNTY 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 f(,
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 95.9.
F 1-1 Boring # Boring
❑ Pit Ground surface elev. 98.54 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 -EW
1 0-14 10yr3/1 none sl 2fsbk mfr Cs 2f lvf .6 1.0
2 14-28 10yr3/4 none sl 2msbk mfr gs ivf .6 1.0
3 28-40 7.5yr4/6 none grls lmsbk mvfr gw lvf .7 1.6
4 40-78 10yr5/6 none Cos Osg ml as .7 1.6
5 78-115 10yr6/4 none s Osg ml .7 1.6
9$u 7"'0
2 1 Boring # El Boring
F
® Pit Ground surface elev. 99.03 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 10yr3/2 none I 2fsbk mfr as 2f,lvf .6 .8
2 9-23 10yr4/4 none sl 2msbk mfr Cs lvf .6 1.0
3 23-51 10yr5/4 none grs Osg ml as lvf .7 1.6
4 51-84 10yr5/6 none grcos Osg ml as .7 1.6
5 84-115 10yr6/4 none s Osg ml - .7 1.6
95,0 ,f
•3
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 9/15/2006 715-247-2941
SBD-8330 (R.07Po0)
Property Owner Sienna Corporation Parcel ID # 4 Page 2 of 3
Boring # Boring
Z Pit Ground surface elev. 98.54 ft. Depth to limiting factor 116+ 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 0-10 10yr3/1 none sil 2fsbk mfr as 2vf .6 .8
2 10-16 10yr4/4 none sil 2fsbk mfr gw 1vf .6 .8
3 16-24 10yr4/4 none sicl 2msbk mfi a lvf .4 .6
4 24-34 7.5yr5/6 none grs Osg M1 Cs .7 1.6
5 34-67 10yr5/6 none cos Osg ml as .7 1.6
6 67-116 10yr6/4 none s Osg ml .7 1.6
❑ Boring # Boring a Z
El 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 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
* 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) Sduw W Testing, toe.
Page of J
.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
c
Signature: kc. Lot No.:
Date: IT-1 6 Legal Description: 111C-114 SETA S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Be h k El. 7_ Top of A",Ar alt_
Slope= Contour Line El. Contour Line Length
Scale 1" =40'
gz
5v Lo f- 3
i
This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may not be in a loca i ble for you use.