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11fisconsin #1516
SOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85, Wis. Adm. Code of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County 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.
43
Please print all information. Rev' wed By Date
Personal information you provide may be u for MEWED'acy , s. 15.04 (1) (m)). 78 /Z Gfp
Property Owner Zt. perty Location
Sienna Corporation Lot NW /4, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address t # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 43 The Glens Of Willow River
City State Zi Code hone Number ❑ City ❑ Village ❑ Town Nearest Road
Minneapolis MN 5 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 94.50'.
F 1-1 Boring # Boring
❑ Pit Ground surface elev. 97.22 ft. Depth to limiting factor 84 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 10yr3/2 none sil 2fsbk mfr as 2m,2f .6 .8
2 8-15 10yr4/4 none sicl 2msbk mfr cis if,ivf .4 .6
3 15-23 10yr5/4 none grcos Osg ml cis ivf .7 1.6
4 23-64 10yr5/6 none s Osg ml cis .7 1.6
5 64-84 10yr5/4 none cos Osg ml as .7 1.6
6 84-96 weathered sandstone
❑ Boring ,y2.v
Boring #
® Pit Ground surface elev. 98.88 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sil 2fsbk mfr as 2m,if .6 .8
2 8-22 10yr4/4 none sicl 2fsbk mfr gw 2vf .4 .6
3 22-30 10yr4/6 none grlcos iksbk mvfr cis .7 1.6
4 30-42 10yr5/4 none grcos Osg ml cis .7 1.6
5 42-115 10yr6/4 none s Osg ml .7 1.6
yo 5V
b~
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_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 9/19/2006 715-247-2941
SBD-8330 (R 07/00)
Property Owner Sienna Corporation Parcel ID # 43 Page 2 of 3
3~ F X Boring # E] Boring
Pit Ground surface elev. 97.65 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 sil 2fsbk/lmpl mfr as 2f .6 .8
2 8-15 10yr4/4 none sicl 3msbk mfr gw 1Vf .4 .6
3 15-22 10yr4/6 none sl 2msbk mfr Cs .6 1.0
4 22-35 10yr5/4 none g0cos Osg MI Cs .7 1.6
5 35-115 10yr6/4 none s Osg ml .7 1.6
i
~i
aj 46
~ ?3❑ Boring # Boring 3 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/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # Boring
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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *E02
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 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.
SED-8330 (8.07100) SCh1Oitt $O8 Tesung, Inc.
Page 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: q~' J/ Lot No.: ---513
_
Date: / iii o v Legal Description: JG✓_114 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. - 51r Top of
Slope= Contour Line El. Contour Line Length IV A
Scale 1" = 40'
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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.