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* `VIsconsin SOIL EVALUATION REPORT-" #1507
Department of Commerce in accordance with Comm 85, Wis. Adm. Code' Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
M
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.
67,
Please print all informati Revie Date
Personal information you provide m yb,9 ( Law, s. 15.04 (1) (m)).
Property Owner Property Location
Sienna Corporation Govt. Lot SE1/4 SE1/4, S18, T30N, R18W
Property Owner's Mailing Addre Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 NN 67 The Glens Of Willow River
City St to ziob hone Num ❑ City ❑ Village ❑ Town Nearest Road
Minneapolis 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 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 96.- Ufa; na r✓o ref 1„Amd AA-'64, ky- c-, ad 10
❑ Boring P sL A-t CLC* a,-,,
Fi-I Boring #
❑ Pit Grou d surface elev. 101.09 ft. Depth to limiting factor 112+ 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 0-10 10yr3/3 none sil 2msbk mfr as 2vf .6 .8
2 10-19 10yr4/4 none sid 3fsbk mfr gw 1vf .4 .6
3 19-28 10yr4/6 none sl 2msbk mvfr gw 1vf .6 1.0
I
4 28-84 10yr6/4 none Cos Osg ml as .7 1.6
5 84-112 10yr6/4 none s Osg ml .7 1.6
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. 100.45 ft. Depth to limiting factor 108+ 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 0-10 10yr3/3 none grs 2msbk mfr as 2f lvf .6 1.0
2 10-17 10yr4/6 none grsl Osg ml gw 1vf .7 1.6
3 17-47 10yr6/4 none grcos Osg ml cs .7 1.6
4 47-108 10yr6/4 none s Osg ml .7 1.6
R
* Effluent #1 = BOD? 30 < 220 mg/L and TSS 30 < 150 mg/L ` Effluent #2 = BOD5 S30 mg/L and TSS S30 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 9/17/2006 715-247-2941
SHD-8330 (R.07/00)
Property Owner Sienna Corporation Parcel ID # 67 Page 2 of 3
3 ] F Z Boring # ❑ Boring
Pit Ground surface elev. 99.31 ft. Depth to limiting factor 110+ 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 0-10 10yr3/3 none I 3fsbk mfr as 2f,lvf .6 .8
2 10-17 10yr4/4 none sd 3fsbk mfr gw 2vf .4 .6
3 17-21 7.5yr4/6 none grsl 2fsbk mfr gw 2vf .6 1.0
4 21-77 10yr5/6 none grcos Osg ml as .7 1.6
5 77-110 10yr6/4 none s Osg ml .7 1.6
3e 12 ~ .
Boring # Boring
' '
i F-1 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. % Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftin. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
*Eff#1 *01#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 (ht07/00) Schmitt SoN Testing, Inc.
Page3 of-3
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: c~~cts~++uo , Lot No.: 6 /
Date: 166 Legal Description: 0114 SEU4 S18 T30N R18W
Backhoe pit Township, County: 'chmond, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark El. Top of ~~s
Slope= Contour Line El. IYA Contour Line LengthIV,4
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Scale 1" = 40' (p~'
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This Soil and Site Evaluation was compjEted to lfill a zoning requirement. It mayor may not be in a location suitable for you use.