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SOIL EVALUATION REPORT page 1 of 3
Wisconsin Department of Commerce Ton Schmitt
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code
County
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St.Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. Reviewed,By y ��, Date
Personal information you Provide may L_used � y Law,, 15.04(1)(m)). /�✓ ' r i I y-i C�c �,��
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Property Owner Property Location 18 W
Grand Properties,LP Govt.Lot NW 1/4 NW 1/4 S 17 T 31 N R
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
42 Squaw Lake Estates
712 Rivard Streeet,Suite 300 Nearest Road
City State ip Code��F ;,,,J
City �village Town
Somerset WI 540 715 247-5900 Star Prairie 218Th Ave.
Use: Residential/Number of bedrooms 3
Code derived design flow rate 450 GPD
New Construction
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 100.42'based off of contour line established at
99.0'.Slope is 17%.Depth to limiting factor is 19".
Boring# J Boring 19 in. Soil Application Rate
Vj pit Ground Surface elev. 99.60 ft. Depth to limiting factor
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PDlft'Eff#2
1 0-7 1Oy13/3 none sl 2mgr mvfr a 3m,2f 6 1.0
2 7-19 1Oyr5/3 none sl 2msbk mfr gw 2f 6 1.0
c1f 10yr6/8 rsi 3msbk mfr 9w
3 19-31 7.5yr4/6 10yr6/2 g
4 31-49 5yr4/4 c2d 5.5 /6/2 scl 1 msbk mill 9w ------ .2 .3
m2d 7.5yr6/8 sl Om mfi
5 49-60 7.5yr4/4 7.5yr6/2
Boring# Boring
19 in. Soil Application Rate
Pit Ground Surface elev. 99.60 ft• Depth to limiting factor
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD/h"Eff#2
1 0-6 1Oyr3/3 none SI 2mgr mvfr cs 3m,2f .6 1.0
2 6-14 1Oyr5/3 none sl 2msbk mfr gw 2f .6 1.0
3 14-19 7.5yr4/4 none sl 3msbk mfr 9w
4 19-35 5yr4/6 027.55 /6/6 scl 1 msbk mfi 9w .2 .3
5 35-61 5yr4/4 c2d 5�yr6/8 sl Om mfi - 2 6
"Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 CST Number
Signature:CST Name(Please Print) g •�� 227429
Thomas J. Schmitt fO
Date Evaluation Conducted Telephone Number
Address Tom Schmitt
8/13/04 715-247-2941
1595 72nd St.,New Richmond,WI 54017
•,r Property Owner Grand Properties, LP Parcel ID# Page 2 of 3
a Boring# Boring
�/ Pit Ground Surface elev. 95.35 ft. Depth to limiting factor 20 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2
1 0-8 10yr3/4 none sl 2mgr mvfr cs 2m 6 1.0
2 8-20 10yr5/3 none sl 2fsbk mfr gw 1 m .6 1.0
c2d 10yr6/6 scl 1 msbk mfr gw -- .2 .3
3 20-34 7.5yr416 10yr6/2
m2d 7.5yr6/8 sl Om mf — —_ .2 .6
4 34-56 7.5yr4/4 7.5 /6
F-1 Boring# I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate GPDff
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rood 1. *Eff#1 *Eff#2
❑ 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
*Effluent#1=BOD 5 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
r Conducted For:
Ref No. 2 F8' Con ucted by:
Schmitt Soil and Site Evaluations Name: Grand Properties,LP.
Thomas J. Schmitt,CST 227429 Address: 712 Rivard St. Suite100
1595 72nd St. City, State,Zip: Somerset, W1. 54425
New Richmond,Wl. 54427
Plane: 715-247-2941 Subd.Name: Squaw Lake Estates
9-/-?- 0 Lot No.: 51.2
JG / Legal Description: _1/4 NGJI/4 S17 T31N R18W
/ Township of Star Prairie, St. Croix County
Bench Mark EL 10O.W Top of 2",pvc pipe
Alternate Bench Mark El. 9 9 7JTop of 2"pvc pipe ,
Slope= 47-Vo Contour Line EL-L 10_
Contour Line Length 7S`"
Scale l"=4W a���� A oe
� a3
\ 3?1
17% q 4 ry�
5� 9-
� QM
This soil report was done to fulfill a zoning requirement. No permanent tot 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 sttonm.
ar