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1273
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Corn 85, Tom Schmitt
Attach complete site Ian on + � fr �ountt
PI p paper not less than 8/:x 11 inches in size. Plan must
include,but not limited to:vertical and horizontal reference point(BM), rectwn and St. Croix
percent slope,scale or dimensions,north arrow,and location and dista�ice to newt road Parce„I.D.
Please print all information. � �d'� ,
Revi ' d By Date
Personad information you provide may be used for secondary purposes(P Law,s.b5A4�(1�'(tr ����7
Property Owner `
Grand Properties, LP Govt.Lot /4 NW 1/4 S 17 T 31 NR 18 W
Property Owners Mailing Address Lot# Block# �Subd.Name or 712 Riv ard Streeet, Suite 300 17 Lake Estates
City State Zip Code Phone Number j City Village 16 Town Nearest Road
Somerset I WI 1 54025 715-247-5900 Star Prairie I 94Th St.
New Construction Use: V1 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
II Replacement 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 100.40'based off of contour line established at
99.31'. Slope is 10%. Depth to limiting factor is 23".
FBoring# � Boring
Pit Ground Surface elev. 99.98 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-8 10yr3/3 none sl 2mgr mfr gw 2f 6 1.0
2 8-18 10yr4/3 none sl 2fsbk mfr gw 1f .6 1.0
3 18-23 10yr4/4 none sl 2fsbk mfi gw 6 1.0
4 23-52 7.5yr4/6 ii1d5 r /3/8 sl 1msbk mfi ___W
gw .4 .7
5 52-71 10yr4/6 m 101 /1/8 scl 1 msbk mfr 2 3
Boring# Boring
Pit Ground Surface elev. 99.81 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-8 10yr3/2 none sil 2mgr mfr cw 2f 6 8
2 8-20 7.5yr4/3 none sil 2msbk mfr gw 1f 6 8
3 20-28 10yr4/4 none sicl 3msbk mfi gvv ___ 4 .6
4 28-36 10 r5/4 c2d 7.5 /6
Y 7.5 /2 sicl 1 msbk mfi gw .2 .3
5 36-52 5yr4/6 rn 7d5y 6/3 scl 1 msbk mfr --- -- 2 3
*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
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 7/30/04 715-247-2941
Property Owner Grand Properties, LP Parcel ID# Page 2 of 3
a Boring# j Boring
Pit Ground Surface elev. 96.46 ft. Depth to limiting factor 24 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
*Eff#1 *Eff#2
1 0-10 10yr3/3 none I 2mgr mvfr as 2f .6 .8
2 10-24 10yr4/4 none sl 2fsbk mfr gw 1f .6 1.0
3 24-36 7.5yr4/6 oId0 006/2/8 sl 2msbk mfr cw 6 1.0
4 36-67 5yr4/4 �1 0 r6/2 yr6/2/8 sl 2osbk mf — -- .6 1.0
1
F-1 Boring# Boring
_r 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
F—I Boring# �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?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. Id 73
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, WI. 54025
New Richmond,WI. 54017
Phone: 715-247-2941 Subd.Name: Squaw Lake Estates
7--?0-0K Lot No.:
Legal Description: I—Wfl/4/Yl,/1/4 S17 T31N R18W
/ Township of Star Prairie, St. Croix County
Bench Mark EL 100.00'Top of 2"pvc pipe
Alternate Bench Mark EL r9/Top of 2"pvc pipe
Slope= /a Contour Line EL1�9.3/'
Contour Line Length O
Sole 1"=49
q 1 01;
I
ar
a�
This soil report was done to fulfill a zoning requirem 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.