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EWsconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt
Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must County
include,but not limited to:vertical and horizontal reference point(BM),direction and St.Croix
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
Please print all information. Revi By Date'
Personal information you provide m �Gipacy s.15.04(1)(m)).
r- �--1 7:Property Owner a Property Location
Grand Properties, LP x Govt.Lot NW 1/4 NE 114 S 17 T 31 N R 18 W
Property Owner's Mailing Address `.: i ! Lot# Block# Subd.Name or CSM#
712 Rivard Streeet, Suite 300 26 Squaw Lake Estates
City State Zip ate N I N J City J Village 0 Town Nearest Road
Somerset ( WI - - 00 Star Prairie I 218Th Ave.
01 New Construction Use: OM Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
I Replacement _j Public or commercial-Describe:
Parent material Glacial Till Flood plain elevation,if applicable na
General comments
and recommendations: Area is suitable for a mound system. System elevation is 101.0'based off of contour line established at
100.40'.Slope is 17%. Depth to limiting factor is 29".
Boring# Boring
01 Pit Ground Surface elev. 101.25 ft. Depth to limiting factor 32 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-7 10yr3/3 none Is 1fsbk mvfr gw 2m,2f .7 1.6
2 7-32 7.5yr5/4 none tfs 1msbk mvfr gw if .5 1.0
3 32-46 10yr5/4 021010 /2/8 Ivfs 1 msbk mvfr gw -- 4 6
4 46-80 7.5yr4/6 c2d 5.5 /2/6 sl 1 msbk mfr -- ----- .4 .7
Boring# Boring
1Am Pit Ground Surface elev. 101.63 ft. Depth to limiting factor 35 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-9 10yr3/3 none Is 1fsbk mvfr cw 2f .7 1.6
2 9-35 10yr5/4 none grls 1 msbk mvfr
gw 1f .7 1.6
3 35-75 7.5yr4/6 "'.5 r /2/8 vgds 1 msbk mvfr — --- .7 1.6
*Effluent#1 =BOD 30<220 L and TSS>30<150 L
5Y _ � _ � *Effluent#2=BOD �30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St.,New Richmond,WI 54017 8/18/04 715-247-2941
Property,Owner Grand Properties, LP Parcel ID# Page 2 of 3
* Boring# J Boring
IIII ��� IIII 16 Pit Ground Surface elev. 97.35 ft. Depth to limiting factor 58 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
*Eff#1 *Eff#2
1 0-10 1Oyr3/3 none Is 1csbk mvfr gw 3f .7 1.6
2 10-23 7.5yr4/6 none Is Osg ml gw 2f .7 1.6
3 23-58 1Oyr5/4 none s Osg ml cs 1f .7 1.6
4 58-74 7.5yr4/4 c2d 7.56/6/8 rcos Os ml cw .7 1.6
7.5 /2 g g ------
5 74-80 7.5yr4/6 m2d 7.56/6/8 7.56/6/2 sl 1 msbk mfr --- --- .4 .7
4] Boring# � Boring
Pit Ground Surface elev. 95.40 ft. Depth to limiting factor 32 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-8 1Oyr3/3 none Is 1fsbk mvfr cw 2f .7 1.6
2 8-20 7.5yr4/6 none grls 1msbk mvfr gw 1f .7 1.6
3 20-32 7.5yr4/6 none vgrls 1 msbk mvfr gw ---- .7 1.6
4 32-43 7.5yr5/4 c2d 7.56/7.5 /1 1 Is Os g MI cs ____ .7 1.6
m2d 5yr6/6
5 43-48 7.5yr4/4 5yr6/2 sl 1 msbk mfr cw -- .4 .7
6 48-72 1 Oyr5/6 c2d 10yr6/8 Is Os ml -- 7 1.6 F-T 10 /2 g
F5-1 Boring# J Boring tM Pit Ground Surface elev. 101.20 ft. Depth to limiting factor 29 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-10 1 Oyr4/3 none Is 1 msbk mvfr cw 2c,2m .7 1.6
2 10-29 1Oyr5/4 none grms Osg ml gw 2m,lf .7 1.6
3 29-40 1 Oyr5/3 old 5yr6//1/6 sl 1 msbk mvfr cw 1 f .4 .7
4 40-71 7.5yr4/4 m2p 7.56/6/8 1 /3
sl Om mfi - -- .2 .6
r5
*Effluent#1=BOD?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.
Page 3 of 3
'Conducted by: Conducted For: Ref.No.
• Sclui itt Soil and Site Evaluations Name: Grand Properties,LP.
Thomas I Schmitt,CST 227429 Address: 712 Rivard St. Suite100
1595 72nd St. City, State,Zip: Somerset, Wl. 54025
New Richmond,Wl. 54017
Phone: 715-247-2941 Subd.Name: Squaw Lake Estates
foe Lot No..
Legal Description: N&/l/4#n/4 S17 T31N R18W
Township of Star Prairie, St. Croix County
Bench Mark EL 100.00'Top of 2"pvc pipe
Alternate Bench Mark EL /0l-641 lop of 2"pvc pipe
Slope=1ZPo Contour Line EL /004/0"
Contour Line Length
Scale I"=40`
�ase.N.�'
x
Cti..� �e5a2
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gl ST
L _ aM
7/W�
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This soil report was done to fulfill a zoning requirement No permanent lot markers were in at the time the test was
eructed. The area in which it was done may or may not be suitable for your use,or in the location shown.
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