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101PRIsconsin SOIL EVALUATION REPORT #1530
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 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.
31
Please print all information. Revie By Date
Personal information you provide may be used for seconds s. 15.04 (1) (m)). 0 D
Property Owner P perty Location
Sienna Corporation Go k. Lot NW1/ NE1/4, S19, T30N, R18W
Property Owner's Mailing Address Lot Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 P The Glens Of Willow River
A- ~ % I
City State Zip
a SP~h r City ❑ Village ❑ Town Nearest Road
Minneapolis MN 554 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 99.33 tt.
General comments b U
and recommendations: Area is suitable for a conventional system with a Igpd/ sgft rating. Possible system elevation for Area
1 is 97.70'.
a O. ~o S
❑ Boring 6L"' GeJ.ti..
Boring #
❑ Pit Ground surface elev. 100.51 ft. Depth to limiting factor 70 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 0-9 10yr3/2 none grsl 2msbk mvfr as 2vf .6 1.0
2 9-24 7.5yr5/6 none grls icsbk mvfr gs 1vf .7 1.6
3 24-32 10yr5/4 none grs Osg ml gs .7 1.6
4 32-70 10yr6/4 none s Osg ml as .7 1.6
5 70-74 10yr4/6 7 c2 7.
.5yr6/15yr6/8 grsl 2msbk mfr as .6 1.0
6 74-96 10yr6/4 none 7 s Osg ml .7 1.6
qy.7 Z
F2113oring # Boring 33.1E
❑ Pit Ground surface elev. 100.51 ft. Depth to limiting factor 96+ 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 0-11 10yr3/2 none sl 2msbk mvfr as 1vf .6 1.0
2 11-22 10yr3/4 none grsl 2msbk mvfr gw ivf .6 1.0
3 22-38 10yr4/6 none grs Osg ml gs .7 1.6
4 38-74 10yr5/4 none grcos Osg ml gw .7 1.6
5 74-96 10yr6/4 none s Osg ml .7 1.6
sI
77 J`
72 ~j, .
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS s30 mg/L and TSS s.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 9/20/2006 715-247-2941
SBD-8330 (R.07/00)
Propefty Owner Sienna Corporation Parcel ID # 31 Page 2 of 3
3 Boring # F-1 Boring ~in- ® Pit Ground surface elev. 99.77 ft. Depth to limiting factor 62 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 10yr3/2 none sl 2fsbk mvfr as 2vf .6 1.0
2 10-28 7.5yr4/6 none vgrsl 2msbk mvfr gs ivf .6 1.0
3 28-62 10yr5/6 none s Osg ml as .7 1.6
4 62-67 1Oyr4/6 c2d 7.5yr6/8 grs] 2msbk mfr as 6 1.0
7.5yr7/1
5 67-76 10yr5/6 c2d 1~/8 grcos Osg ml as .7 1.6
6 76-96 10yr6/4 none / s Osg ml .7 1.6
Ck 71
4] Boring # ❑ Boring 1'4.
® Pit Ground surface elev. 99.27 ft. Depth to limiting factor 58 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 0-13 10yr3/3 none Is ifsbk mvfr 9W 2m,2f .7 1.6
2 13-21 10yr4/3 none sl 2msbk mvfr gw lm,lvf .6 1.0
3 21-58 10yr6/4 none s Osg ml as ivf .7 1.6
4 58-62 7.5yr4/6 c2d 10yr6/8 grsl 2fsbk mfr cs 6 1.0
10yr6/2
5 62-65 10yr6/4 none s Osg ml as .7 1.6
6 65-84 7.5yr4/6 c2d 10yr6/8 it lmsbk mfr .2 .6
10yr6/2
a Boring # Boring
® Pit Ground surface elev. 99.16 ft. Depth to limiting factor 62 Vin. 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 0-12 10yr3/3 none sl 2fsbk mvfr cs 2vf .6 1.0
2 12-24 10yr3/4 none grsl 2msbk mvfr gw ivf .6 1.0
3 2434 10yr4/6 none Is lcsbk mvfr gs ivf .7 1.6
4 34-62 10yr5/6 none s Osg MI Cs .7 1.6
5 62-68 10yr4/6 c2d01~/8 fsl 2msbk mfr as 4 8
6 68-84 10yr6/4 none s Osg ml .7 1.6
53.52
~1' - 61
" 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) Schmkt Solt Tesdng, Inc.
Page .7 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:Tr. cc.~ Lot No.:
Date: 1 "1G O,6 Legal Description: 41a114*El14 SI? T30N R1 8W
Bac Yoe pit Township, County: Richmond, St. Croix
A, Ben h Mart El. 100.00' Top of 2" pvc pipe `
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A ernate Bench Mark El. -2 2 "Top of S e,.l
lope= 3 Contour Li El. /V.4 Contour Line Length
a ~ -
c~ cale 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.