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1-01sconsin SOIL EVALUATION REPORT #1532
Department of Commerce in accordance with Comm 85, Wis. Adm. Code _ Page 1 of 3
Division of Safety and Buildings chmitt 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.
Please print all information. 33
Review By Dat
Personal information you provide may be used for s. 15. (1) (m)). ~Z
Property Owner Property location
Sienna Corporation vt. Lot NW1/4, 41/4, S19, T3014, R18W
Property Owner's Mailing Address # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 33 The Glens Of Willow River
City State Zip Code Ph C' E Village M 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 94.33 ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0. 6 gpd/ sgft rating. Possible system elevation for Area
1 is 93.4'. p 3
F-11 Boring # ❑ Boring
® Pit Ground surface elev. 98.26 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 13-29 10yr4/4 none si 2msbk mfr gw ivf .6 1.0
3 29-40 7.5yr4/6 none gris lcsbk mfr Cs .7 1.6
4 40-49 7.5yr5/6 none s OS9 ml Cs .7 1.6
5 49-63 7.5yr5/6 none vgrs Osg ml Cs .7 1.6
6 63-83 10yr5/4 none vgrcos Osg ml Cs .7 1.6
7 83-98 10yr5/6 none r s I Osg ml .7 1.6
Boring # ❑ Boring 0 , 3z 'q4'
Pit Ground surface elev. 9 .42 ft. Depth to limiting factor 100+ 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 0-11 10yr3/1 none sl 2fsbk mfr as 2vf .6 1.0
2 11-24 10yr4/3 none sl 2msbk mfr gw ivf .6 1.0
3 24-37 7.5yr5/6 none s OS9 ml Cs .7 1.6
4 37-47 10yr5/4 none grcos OS9 ml Cs .7 1.6
5 47-100 10yr6/4 none s OS9 ml .7 1.6
3
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt ~io--+.c... 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/20/2006 715-247-2941
ssD-030 OLmroo)
Property Owner Sienna Corporation Parcel ID # 33 Page 2 of 3
3] Boring # ❑ Boring
® pit Ground surface elev. 97.23 ft. Depth to limiting factor 105+ 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 0-14 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 14-23 10yr4/6 none sl 2msbk mvfr gw ivf .6 1.0
3 23-38 10yr5/6 none Is lcsbk mvfr gw lvf .7 1.6
4 38-43 10yr4/6 none sl 2msbk mvfr gs .6 1.0
5 43-66 10yr5/6 none Is lcsbk mvfr gw .7 1.6
6 66-96 10yr5/4 none grcos Osg ml cs .7 1.6
7 96-105 10yr5/6 none , s „Osg ml 7 1.6
it
F-1 [:1 Boring # Boring ~3 '5 A b
pit Ground surface elev. ft. Depth to limiting factor 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 "042
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2
" Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS -S_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) sftw Soil Teom, mc.
Page,-? of
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: o ~ //Lot No.: 3
Date: 0 AC Legal Description: JYI,f 1/4/yEl/4 Sly T30N RI 8W
Backhoe pit Township, County: Richmond, St. Croix
. Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. ~F2, VO' Top of '-~O -33¢3y 1'~`'° Pie
z`iso...•e,..t
Slope= Contour Line El. r11 Contour Line Length
S6'
Scale 1" = 40' S~
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~ v
c~
A`
32 ~e
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.