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vAIsconsin SOIL EVALUATION REPORT D #1517
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page i of 3
Division of Safety and Buildings * Schmitt 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.
44
Please print all information. Revi By Date
Personal information you provide may used (Priv Law, s. 15.04 (1) (m)). D O
Property Owner Property Location
Sienna Corporation Govt. Lot NW1/4, E1/4, S18, T30N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 COUNTY 44 The Glens Of Willow River
City Stat Zip Code Phone Number City Village ❑ Town Nearest Road
Minneapolis MN 55435 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 0.7 gpd/ s ft rating. Possible system elevation for Area
1 is 95.40'.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 98.92 ft. Depth to limiting factor 90 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 *Eff42
1 0-12 10yr3/3 none sl 2msbk mfr as 2m,2f .6 1.0
2 12-19 10yr4/4 none sl 2msbk mfr Cw 2vf .6 1.0
3 19-27 7.5yr5/4 none gricos Osg ml gs 1vf .7 1.6
4 27-76 10yr5/6 none cos Osg ml Cs .7 1.6
5 76-90 10yr6/4 none s Osg ml as .7 1.6
6 90+ weathered sandstone
0
. 2
2
Boring # ❑ Boring ~Z.
M Pit Ground surface elev. 101.02 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 *Eff#2
1 0-12 10yr3/2 none sil 2fsbk mfr as 1m,2vf .6 .8
2 12-23 7.5yr5/6 none sl 2msbk mfr gs 1vf .6 1.0
3 23-58 10yr5/6 none gricos Osg ml Cs .7 1.6
4 58-115 10yr6/4 none s Osg ml ,7 1.6
/
* Effluent #1 = BOD 5> 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 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/19/2006 715-247-2941
SBD-8330 (8.07/00)
J
ProPeAY Owner Sienna Corporation Parcel ID # 44 Page 2 of 3
M M Boring # D Boring
Pit Ground surface elev. 100.17 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 0-8 10yr3/3 none I 2fsbk mfr as im,2vf .6 .8
2 8-22 10yr4/4 none sicl 2fsbk mfr a 2vf .4 .6
3 22-30 10yr4/6 none grccos 1csbk mvfr Cs lvf .7 1.6
4 30-64 10yr5/4 none grcos Osg M1 Cs .7 1.6
5 64-99 10yr6/4 none s Osg ml as .7 1.6
6 99-115 10yr5/4 none grcos Osg ml .7 1.6
yN
❑ Boring # L] Boring 5~.2
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
F-1 ❑ 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-9330 (it.07/00) Schmitt Scil TestiN, Inc.
Page .3 of-7
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1.595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, WL 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature:-,--4 o- 4-Z, Lot No.: /
Date: Legal Description: /V411/4 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Q Alternate Bench Mark El. 97 , 7 7 Top of .Z,etl.,v of o (Z, f,%pW oA3°f" yy Za.,Pl ate/ c'oNr~~4~
Slope= ys Contour Line El. NA Contour Line Length /Vi4
i
1 36
Scale 1 40' qr r
Lam' ~ r t;~
rt27~
o-
S~
d
i
~6eA
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.