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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Fista Torn Schmitt
P'F- .A.
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Attach complete site plan on paper not less than 8%x 11 inches must St. Croix
include,but not limited to:vertical and horizontal reference point and
percent slope,scale or dimensions,north arrow,and location anere rcel I.D.Please print all information. ,ev i gy Personal information you provide may be used for secondary purposes( 51}4
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Property Owner
Grand Properties,LP Govt.Lot NW 1/4 NW 1/4 S 17 T 31 N R 18 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
712 Rivard Streeet,Suite 300 11 Squaw Lake Estates
City State Zip Code Phone Number City Village Town Nearest Road
Somerset I WI 1 54025 715-247-5900 Star Prairie I 92Nd St.
New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
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 99.0'based off of contour line established at 96.83'.
Slope is 17%. Depth to limiting factor is 21".
Boring# Boring
Pits Ground Surface elev. 100.83 ft. Depth to limiting factor 21 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
'Eff#1 'Eff#2
1 0-8 1Oyr3/2 none I 2mgr mfr cw 2m,2f .6 .8
2 8-21 1Oyr4/4 none sl 2fsbk mfr gw 1f .6 1.0
3 21-31 10yr5/3 c2d i /1/8 sl 2fsbk mfr cw ----- .6 1.0
4 31-39 7.5yr4/4 m2d y scl 2msbk mfr cw --- .4 .6
7.S yr6l3
5 39-68 1 Oyr5/3 rr 7d5y5y I sil 2msbk mfr ---- ----- .6 .8
❑Boring# Boring
Pit"- Ground Surface elev. 100.93 ft. Depth to limiting factor 21 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
'Eff#1 'Eff#2
1 0-8 1Oyr3/2 none sl 2mgr mvfr cis 2m,2f .6 1.0
2 8-17 10yr4/3 none sl 2fsbk mvfr
gw 2f .6 1.0
3 17-21 1 Oyr5/3 none sl 1 msbk mfr gw --- .4 .7
4 T21-51 7.5yr4/6 m 10 /1/8 sl Om mfi --- ----- .2 .6
'Effluent#1 =BOD 30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODS<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 715-247-2941
Property Owner Grand Properties,LP Parcel ID# Page 2 of 3
3] Boring# Boring
Pftl,/ Ground Surface elev. 95.77 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Z GPD
*Eff#1 *Eff#2
1 0-7 10yr3/3 none sl 2mgr mvfr cs 2m,2f .6 1.0
2 7-16 10yr4/3 none sl 2fsbk mvFr gw 2f .6 1.0
3 16-24 10yr4/4 none %I 2msbk mfr gw ----- .4 .8
4 24-50 7.5yr4/6 5 �2 m2d 5yr6/8 sic[ 1 msbk mfi --- 2 3
F—I 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 2
*Eff#1 *Eff#2
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
*Effluent#1=BOD 5>30<220 mg/Land TSS>30<150 mg/L *EffluenM=BOD5<.-30 m94,,and TSS<30 mgIL
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.
j A 1% Page 3 of 3
Conducted by: Conducted For: Ref. No.
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
Q y Lot No..
Legal Description: /Yu 1/4 NW 1/4 S 17 T31 N R18 W
Township of: Star Prairie, St. Croix County
Bench Mark El. 100.00'Top of 2"pvc pipe
Alternate Bench Mark El. /oV--)iTop of 2"pvc pipe
Slope= /M Contour Line EL W,8?
ontour Line Length Ry/
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�v t i
• a� Oil I
Scale 1" =40'
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6r N' s' 13 .2 3
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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