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1Visconsin SOIL EVALUATION REPORT #1515
Yw_ . . _ ®~age 1 of 3
Department of Commerce in accordance with Comm 85, Wis. Adm. Code
Schmitt Soil Testing, Inc.
Division of Safety and Buildings
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 parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 42
Please print all inforrnati Revie LBy Date
Personal information you provide may be u for sd~vacY , s. 15.04 (1) (m)). /Q /L D(o
Property Owner roperty Location
Sienna Corporation 6 2006 ovt. Lot S 1/4, 1/4, S18, T30N, R18W
Property Owner's Mailing Address t # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 nROIX COUNTY 42 The Glens Of Willow River
City State Zi Code Phone Number ❑ City Village Town Nearest Road
Minneapolis MN 55435 Richmond 95Th St.
Z New Construction Use: Z 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 fl.
General comments
and recommendations: Area is suitable for a conventional system with a 0.7 gpd/ sgft rating. Possible system elevation for Area
1 i~ 23.0'. X y 3d¢H.. ~Lu ire) .`I de f ~CY\
Boring # ❑ Boring
® pit Ground surface elev. 98.27 fl. 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 0-9 10yr3/2 none sl 2fsbk mfr as 1vf .6 1.0
2 9-20 10yr3/4 none scl 2msbk mfr gw lvf .4
5 .6
3 20-37 10yr4/6 none Is lcsbk mvfr cis .7 1.6
4 37-51 10yr5/4 none grcos Osg ml cis .7 1.6
5 51-115 10yr6/4 none grs Osg ml .7 1.6
93
71
L
2 ] Boring # Boring
Pit Ground surface elev. 97.12 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Fas Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 driveway gravel
2 11-20 10yr3/2 none sil lmpl mfi .4c .6
3 20-37 10yr4/3 none sil 2fsbk mfr gw 6 8
4 37-43 10yr4/4 none sl lmsbk mfr cis .4 .7
5 43-60 10yr5/4 none grcos Osg ml as .7 1.6
6 60-75 10yr6/4 none s Osg ml cis .7 1.6
7 75-115 10yr5/6 none grcos ml .7 1.6
* 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 # 42 Page 2 of 3
[-3 ] Boring # Boring
Pit Ground surface elev. 96.77 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 0-9 10yr3/3 none sil lmpl mfr as 2vf A 6
2 9-19 10yr3/4 none sl lfsbk mfr gw .4 .7
3 19-32 10yr4/6 none sl 2msbk mfr a .6 1.0
4 32-60 10yr5/4 none grcos Osg ml as .7 1.6
5 60-94 10yr6/4 none s Osg M1 Cs .7 1.6
6 94-115 10yr5/4 none grcos Osg ml .7 1.6
o ,
❑ Boring # Boring 4j 1,4 ~ V .
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 *Eff42
❑ 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 *Eff#2
* Effluent #1 = BOD5> 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.
SBD-8330 (807100) Schmitt Soil Testing, toc.
Page-2 of 3
r
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:- ,-e.Z~/ Lot No.: ? z
Date: Legal Description: f~ 1/4 SEl/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. Z, /C Top of " AAC
Slope= -3 Contour Line El. IV,4 Contour Line Length I/,4
-AL
Scale 1" = 40'
G DO) 9M,00
This Soil and Site Evaluation was completed to fulfill a zoning req\ment. It may or may not be in a location suitable for you use.