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I
A'Au #1531
WSOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85, Wis. Adm. Code w 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.D.
Please print all information. T1 Re By 32 Date
Personal information you provide may be used sekxxt~~Q-aw, s. 5.04 (1) (m)). /tl /Z O
Property Owner Pro rty Location
Sienna Corporation , up 2 6 2006 Govt. of NW 4, N161/4, S19, T30N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 . CROIX COUNT 3 1 ~ The Glens Of Willow River
City State Zip C Phone Number City 0 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/ sgft rating. Possible system elevation for Area
1 is 95.20'.
Boring # ❑ Boring
® Pit Ground surface elev. 98.93 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 0-9 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 9-14 7.5yr4/4 none vgrsl 2msbk mfr Cs 1Vf .6 1.0
3 14-27 7.5yr4/6 none s Osg ml gs 1vf .7 1.6
4 27-72 10yr6/4 none s Osg ml Cs .7 1.6
5 72-86 10yr5/4 none grcos Osg ml CS .7 1.6
6 86-96 10yr5/6 none ' s Osg ml - .7 1.6
❑ Boring
F 2]Boring #
® Pit Ground surface elev. 98.30 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 0-9 10yr3/2 none sl 2fsbk mfr as 1Vf .6 1.0
2 9-20 7.5yr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 20-23 7.5yr5/6 none s Osg ml gw .7 1.6
4 23-56 10yr5/6 none s Osg ml Cs .7 1.6
5 56-96 10yr6/4 none grs Osg ml .7 1.6
5
I ?3,
* 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 I Schmitt . .46z'`- 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/21/2006 715-247-2941
SM4330 (8.07/00)
N
Property Owner Sienna Corporation Parcel ID # 32 Page 2 of 3
L _J Boring # ❑ Boring
® Pit Ground surface elev. 98.26 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2
1 0-12 10yr3/2 none SI 2fsbk mfr as 2vf .6 1.0
2 12-22 7.5yr4/6 none sl 2CSbk mvfr gw 1vf .6 1.0
3 22-31 7.5yr5/6 none s Osg ml gw .7 1.6
4 31-36 10yr4/6 none gris 1CSbk mvfr CS .7 1.6
5 36-96 10yr4/4 none grS OSg ml .7 1.6
❑ Boring # ❑ Boring
❑ Pit Ground surface eiev. 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
III
I
❑ 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 *Ef#2
Effluent #1 = BODS> 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 (807/00) Schmitt SON TestkV, Inc.
Paged of
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: y~~~ l✓r, y' 4'' -SG ' 6/49
1595 72nd St. City, State, Zip:
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature:. ivZ,o~^-cam/ Lot No.:
Date: C~ I~21 1 64 Legal Description: iJ 1 /4Ai f, 1 /4 S 19 T30N R18 W
® Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark El. ,/,3' Top of `es ~P lZH C~~;~~ 4"'
Slope= Z'?o Contour Line El. IM Contour Line Length
Scale 1" = 4
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This Soil and Site Evaluation was completed t Ifill a zoning requirement. It may or may not be i on suitable for you use.