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7~sconsin SOIL EVALUATION REPORT IDA-" #1533
1 i
Department of Commerce in accordance with Comm 85, Wis. Adm. Code age 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.
34
Please print all ' Re B Date
rt r- Personal information you provide may be used fo Law, s. 15.04 (1) (m)). /D /L Ofo
Property Owner Prop" Location
Sienna Corporation SEP 2 6 2006 Govt. Lot N 1/4, NE1/4, S19, T30N, R18W
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 ST. CROIX COUNT The Glens Of Willow River
City State Zip C e Ph City ❑ Village ❑ 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 0.7 gpd/ sgft rating. Possible system elevation for Area
1 is 95.0'.
F 1-1 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/ft'
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 sl 2msbk mfr gw 1vf .6 1.0
3 29-40 7.5yr4/6 none grls icsbk mfr Cs .7 1.6
4 40-49 7.5yr5/6 none s Osg 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 s Osg ml .7 1.6
❑ Boring ~9.rt" 7S~r2
Boring #
❑ Pit Ground surface elev. 99.53 ft. Depth to limiting factor 100+ 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 sl 2fsbk mfr as 2vf .6 1.0
2 10-40 10yr4/6 none sl 2csbk mvfr Cs ivf .6 1.0
3 40-49 7.5yr5/6 none grs Osg ml Cs .7 1.6
4 49-79 10yr5/4 none grCos OSg ml Cs .7 1.6
5 79-100 10yr5/6 none s Osg ml .7 1.6
q
I
'1, 3~~ ~b
* Effluent #1 = BODS> 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 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/21/2006 715-247-2941
SBD-8330 (807100)
Property Owner Sienna Corporation Parcel ID # 34 Page 2 of 3
3]Boring # ❑ Boring
❑ pit Ground surface elev. 98.03 ft. Depth to limiting factor 96+ in. Soil Application Rate
F
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 sl 2fsbk mfr as ivf .6 1.0
2 8-20 10yr4/6 none sl 2csbk mvfr as ivf .6 1.0
3 20-25 7.5yr5/6 none grcos Osg Ml Cs .7 1.6
4 25-48 10yr5/6 none s Osg Ml Cs .7 1.6
5 48-68 10yr5/4 none grCos Osg ml cs .7 1.6
6 68-96 10yr6/4 none s Osg ml .7 1.6
1 11
1,0 0 10
Boring # ❑ Boring 310'3
❑ ❑ 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. 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 = 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 (8.07/00) Schmitt Soft Testing, Inc.
Page of 3
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:.. Lot No.: --7el_
Date: Legal Description: I?IAl 1/4/V,E1/4Sl'9T30NR18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. Ala ' Top of
t's.•~fJ
Slope= 794 Contour Line El. N Contour Line Length /U.a eo,-.
-
Scale 1 " = 40'
_ IG9~
15W
This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or mpy not be in a location sui ble for you use. QGr
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