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Wisconsin PORT R 0
sconsin Department of Commerce SOIL EVALUATION �'C r Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt
Attach complete site County
p pan on paper not less than 8'/:x 11 inches in see. Plan must
include,but not limited to:vertical and horizontal reference point(BM),direction and St.CfOD(
Percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel 1.13 Q fJ, d) - u
Please print all inf�ormat fon. 0
:Ra�' Date
Personal infomion you provide used for secadary ouroases j_ Law,s.15.04(1)(m)). °
Property Owner b a :L Property Location
Grand Properties, LP I Govt.Lot NW 1/4 NE 114 S 17 T 31 N R 18 W
Property Owner's kUilin g Addr Sub .Name or CSW
712 Rivard Streeet,Suite 30 ! f 2 00
29 Squaw Lake Estates
City State .Fs)IRhoMir City ' Village M Town Nearest Road
Somerset I NI j W25�G 071&F247-59 0 Star Prairie I 95Th St.
New Construction Use: j f Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
j 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 99.63'based off of contour line established at
98.05'.Slope is 14%. Depth to limiting factor is 17".
Boring# J Boring
Id Pit Ground Surface elev. 98.37 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
*Eff#1 *Eff#2
1 0-10 1Oyr3/3 none sl 2mgr mvfr cs 2m,2f 6 1.0
2 10-19 1Oyr5/3 none sl 2msbk mfr gw 2f .6 1.0
3 19-28 1Oyr4/4 none sl 2fsbk mfr
9W 6 1.0
4 28-57 5yr4/4 clf5yr5/6 sl Om mfi — —
5yr6/2 2 .6
Boring# j Boring
16 Pit Ground Surface elev. 98.57 ft. Depth to limiting factor 17 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-6 1Oyr3/4 none sl 2fsbk mvfr cs 2m,2f 6 1.0
2 6-17 1Oyr4/4 none sl 2msbk mvfr gw 2f .6 1.0
3 17-20 7.5yr4/6 c If 5x6/6 sl 1 msbk mfr gW .4 .7
4 20-51 7.5yr4/4 amid 10y�6/6
pyry�j2 sl Om mvfi .2 .6
*Effluent#1 =BOD s'30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<_30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J.Schmitt ccv 227429
Address Tom Schmitt
Date Evaluation Conducted Telephone Number
1595 72nd St.,New Richmond,WI 54017 823104 715-247-2941
Property Owner Grand Properties, LP Parcel ID# Page 2 of 3
3] Boring# J Bering
Pit Ground Surface elev. 95.90 ft. Depth to limiting factor 22 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-10 10yr4/3 none sl 2fsbk mfr cs 2c,2m .6 1.0
2 10-22 10yr5/3 none sl 2fsbk mfr gw 2m .6 1.0
3 22-34 10yr5/4 clf IOyr6/6 ______
10yr6/2 sicl 2fsbk mfi gw .4 .6
4 34-71 7.5yr4/4 c1 . sl Om MA — .2 .6
5yr6/1/1
7.5
F-1 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
*Eff#1 *Eff#2
❑ Boring# J Boring
j 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 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5-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: Ref.No. /a s
• Schmitt Soil and 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. 54025
New Richmond, W1. 54017
Phone: 715-247-2941 Subd.Name: Squaw Lake Estates
6-.23-05( Lot No.. 1.19, L_
Legal Description: /VA/ IMJ/ E 1/4 S17 T31N R18W
Township o£ Star Prairie, St. Croix County
Bench Mark El. 100.00'Top of 2" pvc pipe
Alternate Bench Mark El. f00, Top of 2" pvc pipe
Slope= Z�k Contour Line El. 9 dS-
Contour Line Length
Scale 1"=40'
Or
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Ids
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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
conducted. 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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