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Wisconsin 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. ounty e. Plan must St.Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimemsions,north arrow,and location and distance to nearest mad. Parcel I.D. 0 3,-�
Please print all infom►ation. :!rA2�� Dat
Personal information you provide_may be for secondary ourooses( y Law,s.15.04(1)(m)). 3 �id V
Property Owner W , _.,1 t.T el Property Location
Grand Properties, LP Govt.Lot NE 19 NW19 S 23 T 31 N R 19 W
Property Owners Mailing Add A 3 �} Lot# Block# Subd.Name or CSM#
712 Rivard Streeet, Suite 30 `�,0 15 Gavin's Acres: First Addition
City tate c jp' �tpl�rrber J City _J Village IM Town Nearest Road
Somerset WI S02b OFjf - in Somerset 1 210Th Ave.
New Construction Use: 1e Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
f Replacement Public or commercial-Describe:
Parent material Outwash Flood plain elevation,if applicable na
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
(high trnch)953(low trench)93.8'. Slope is 11%.
Boring# Boring
Pit Ground Surface elev. 97+
it 98 79 ft Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
'Eff#1 *Eff#2
1 0-6 1Oy13/4 none Is 1csbk mvfr as 1f .7 1.6
2 27 7.5yr4/6 none sl 2msbk mfr gw 1f .6 1.0
3 2748 1Oyr5/4 none s \ Osg ml gw .7 1.6
4 97 1Oyr5/6 nonr s 0sg ml — .7 1.6
From 27"48"Tbands of 7.5yr4/6 loamy sand 1 msbk.
Boring# Boring
Pit Ground Surface elev. 98.79 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0-8 1Oyr3/4 none Is 1msbk mvfr as 1f .7 1.6
2 8-1A 7.5yr4/6 none sl 2msbk mfr gw 1f .6 1.0
3 7.5yr5/4 none s 0139 ml gw .7 1.6
4 6 9 10yr5/6 none s Osg ml — .7 1.6
From 24'-64"2"bands of 7.5yr4/6 loamy sand 1 msbk.
*Effluent#1 =BOD?30<220 mgtL and TSS>30<150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<,0 mg1L
CST Name(Please Print) Signature: CST Number
Thomas J.Schmitt �c m, ,��"�.� 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St.,New Richmond,WI 54017 4/20/04 715-247-2941
L __
Pr Owner Grand Pro LP P 2 of 3
3]property Pe�� Parcel ID# �
F Boring# --�Boring
!1 Pit Ground Surface elev. 94.93 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP
*Eff#1 *Eff#2
1 0-8 10yr3/4 none Is 1csbk mvfr as 1f .7 1.6
2 8-20 7.5yr4/4 none Is 1csbk mvfr gw 1f .7 1.6
3 20-52 7.5yr4/6 none s Osg ml gw .7 1.6
4 52-96 10yr5/6 none s Osg ml — — .7 1.6
From 20"-52" 2"bands of 7.5yr4/6 loamy sand 1 msbk.
F-I Boring#
Boring I
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP
*Eft#1 *Eff#2
F—I Ong# 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
*Eff#1 *Eff#2
*Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=SOD -i_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:
Schmitt Soil& Site Evaluations Name: Grand Properties,LP
Thomas J. Schmitt,CST 227429 Address: 712 Rivard St. Suite 100
1595 72nd St. City, State,Zip: Somerset,Wl 54027
New Richmond, Wl 54017
Phone: 715.247.29 1 Subd.Name: Gavin's Acres,First Addition
Lot No. IS-
N1/4, NV 1/4, S 23,T 31 N,R 19 W
Township of Somerset
BM EL 100.00' '6W 6-
Alternate BM El.�
Slope=_LL210 Contour Line EL
Scale: 1"=40'
1y'
a+
9�- -- e.3
ery
This soil report was done to fulfill a Zoning requirement.It may or may not be in a location that is
suitable for your use.No permanent lot markers were in place when the test was conducted.