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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. 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 1.13 l,:)/d'3_ f—CO
Please print all information. Re ' By Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). h- 20 101
Properly Owner c P ` : Property Location
Grand Properties, LP C Govt.Lot NE 19 NE 19 S 23 T 31 N R 19 W
Property Owner's Mailing Addre" Lot# Block# Subd.Name or CSM#
2 ,
rfi
I
4
712 Rivard Stn Suite 30 APR d 2004 Q 18 Gavin's Acres:First Addition
eee�
City Zip Cfode Phone NWpber J City _j Village 0 Town Nearest Road
Somerset 47-5900 Somerset 210Th Ave.
New Construction Use: 0 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement J 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
94.80'. Slope is 5%. ` SG�.ko/t— G�ae DS
Boring# Boring VV ivy saw, <B3
01 Pk Ground surface elev. 98.13 ft. Depth to limiting facto' 91+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots /B=
'Eff#1 'E
1 0-9 1Oyr312 none sl 2msbk mvfr gw 2f,1m .6 1.0
2 942 10yr3/3 none sl 2msbk mfr cW 1f .6 1.0
3 42-91 1 1 Oyr5/4 none Is 1 csbk mvfr — — 7 ` 1.6
a Boring# Boring
td Pik Ground Surface elev. 97.82 ft. Depth to limiting factor 90+ in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
'Eff#1 'Eff#2
1 0-9 1Oyr3/3 none sl 2mgr mvfr as 2f .6 1.0
2 9-26 7.5yr4/6 none s Osg ml cW 1f .7 1.6
3 26-46 5yr4/6 none sl 3fsbk mfr CW — .6 1.0
4 46-76 1Oyr4/6 none Ifs Icsbk mfr cis .5 1.0
5 6-90 10yr5/4 none s Osg ml — ---- .7 1.6
'Effluent#1=BOD?-30<220 mg/L and TSS>30<150 rmg/L 'Effluent#2=BOD <_30 mg/L and TSS<_0 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 4/22104 715-247-2941
Property Owner Grand Properties,LP Parcel ID# Page 2 of 3
F 3] Boring# Boring
!'M Pit Ground Surface elev. 96.71 ft. Depth to limiting factor 92+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-9 10yr3/3 none sl 2msbk mfr as 1f .6 1.0
2 9-17 10yr4/4 none sl 2msbk mfr gw 1f .6 1.0
3 17-26 7.5yr4/6 none s Osg ml gw if .7 1.6
4 26-38 10yr5/6 none s Osg ml cs — 1.6
5 38-69 10yr4/4 none sl 2msbk mfi 9W — .6 1.0
6
39-92 7.5yr5/4 none A Osg ml — 4 6
F—I Boring# I J Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDtfF
*Eff#1 *Eff#2
F—I Boring# -I Boring
Pit Ground Surface elem. 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 5>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.
Page 3 of 3
Conducted by: Conducted for:
Schmitt Soil & Site Evaluations Name: Grand Properties,LP
Thomas L Schmitt, CST 227429 Address: 712 Rivard St. Suite 100
1595 72nd St. City, State,Zip: Somerset, WI 54027
New Richmond,WI 54017
Phone: 715.247.2941 Subd.Name: Gavin's Acres,First Addition
'f�� Lot No. to
AIF1/4,NE 1/4, S 23,T 31 N, R 19 W
Township of Somerset
BM EL 100.00' Togo o a? " l/G ,oioe
Alternate BM El. S. .T' T,o o� "P" A./
Slope=__5-210 Contour Line EL_IfIX
Scale: I"=40'
Qoa d
� gr
33
i
03
14 6A
l
Y 36 ,
3 3-- � I
a too
6f 4W1g8
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.