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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 sae Plan C
include,but not limited to:vertical and horizontal reference point(BM), recBon tf. St. Croix
percent slope,scale or dimemsrons,north arrow,and location and dis to nearest road. Parcl I.D. p /� q—/ /l��
Please print aN information. Re ' " By O / Date7
Personal information you provide maybe used for secondary Purposes(Privacy s.15.04(1)(m)).
Property Owner P tboation
Grand Properties,LP aG U -ELN N1N1/4 S 17 7 31 N R 18 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSW
712 Rivard Streeet,Suite 300 14 Squaw Lake Estates
City State Zip Code Phone Number :.j City Village 61 Town Nearest Road
Somerset I WI 1 54025 1 715-247-5900 1 Star Prairie I 218Th Ave.
New Construction Use: 16 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
I 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 99.45'based off of contour line established at
98.12'.Slope is 7%. Depth to limiting factor is 20".
Boring# J Boring
!e Pit Ground Surface elev. 98.12 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
'Eff#1 'Eff#2
1 0-10 10yr3/4 none $l 2mgr mvfr cs 2c,2m .6 1.0
2 10-23 10yr4/4 none sl 2fsbk mfr gW 2m,2f .6 1.0
3 23-34 7.5yr4? c2d 1 /2/8 sl 1 msbk mfi gW 2f .4 .7
4 34-55 7.5yr5/4 m2d 7.56/5/6 sl 1 msbk mfi — .4 .7
7.5 /2
Boring# �j Boring
td Pit Ground Surface elev. 98.92 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
'Eff#1 I 'Eff#2
1 0-10 10yr3/4 none sl 2mgr mvfr cs 2c,2m .6 1.0
2 10-26 10yr5/3 none sl 2msbk mfr gW 2m,21' .6 1.0
3 26-36 10yr5/4 c2d 756/6/8
'
7.5 /2 sl 1csbk mfi cW .4 .7
m2d 1 /8
4 36-57 7.5yr4/6 iD /2 sl lmsbk mvfi — -- .4 .7
'Effluent#1 =BOD y>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD <30 mg/L and TSS<,0 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J.Schmitt 227429
Address Torn Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St.,New Richmond,WI 54017 0 715-247-2941
property Owner Grand Properties, LP Parcel ID# Page 2 of 3
a Boring# Boring
{ Pit Ground Surface elev. 96.72 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 10yr3/3 none all 2mgr mvfr cs 2c,2m .6 1.0
2 8-20 10yr5/3 none sl 2fsbk mfr gw 2m,2f .6 1.0
3 20-29 10yr5/4 c2d 7.5yr6/8 sl 1 csbk mfi cw — 4 7
7.5yr6/2
4 29-56 7.5yr416 mid 7.5yr6/8 7.5 /1 Om mvfi — ---- 2 6
r7
F1 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
F—I Ong# j Baring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Applicator Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots
*Etf#1 *Eff#2
*Effluent#1=BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5-S_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 altemate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 3
Conducted by: Conducted For: Ref.No.
Schmitt Soil and Site Evaluations Name: Grand Properties, LP.
.Thomas 3. Schmitt, CST 227429 Address: 712 Rivard St. Suite 100
1595 72nd St. City, State,Zip: Somerset, Wl. 54025
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: Squaw Lake Estates
Lot No.:
Legal Description: / 14 IV4414 S17 T31N R18W
Township of Star Prairie, St. Croix County
Bench Mark EL 100.00'Top of 2"pvc pipe
Alternate Bench Mark El.9X10 Top of 2"pvc pipe
Slope=_; & Contour Line EL A#V-2
Contour Line Length 7.S`/
F
120
Scale 1" =40'
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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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