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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
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Attach complete site plan on paper not less than 8%x 11 inch County es in size. Plan must St.Croix:
irrclude,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,sale or dimernsiors,north am m,and location and distance to nearest mad. Parcel I.D.
Please printa/l information. R By Date
Personal information you provide may be used for 15.04(1)(m))• J
Property Owner * _ i t7 17� Property Location
Grand Properties, LP Govt.Lot NW 1/4 NE 19 S 17 T 31 N R 18 W
Property Owner's Mailing Address <_ 9 7 2004 Lot# Block# Subd.Name or CSM#
712 Rivard Streeet,Suite 300 28 Squaw Lake Estates
City State Zip G941eC by"W t j City „ Village 0 Town Nearest Road
Somerset WI 5402��i� Id� Star Prairie 95Th St.
16 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 101.65'based off of contour line established at
100.23'.Slope is 14%. Depth to limiting factor is 19'.
Boring# Boring
Pit Ground Surface elev. 100.53 ft. Depth to limiting factor 21 in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHt'
*Eff#1 *Eff#2
1 0-7 1Oyr3/3 none sl 2fsbk mvfr gW 2f .6 1.0
2 7-21 1Oyr4/4 none sl 2fsbk mfr gW if .6 1.0
3 21-61 7.5yr4/4 c 1 f 7.56/6/6 7.56/6/2 sl 1 msbk mfi — — .4 .7
Boring# Boring
Pit Ground Surface elev. 100.53 ft. Depth to limiting factor 19 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-8 1Oyr4/3 none sl 2mgr mvfr cW 2f .6 1.0
2 8-19 1Oyr4/4 none sl 2fsbk mfr gW 2c,2f .6 1.0
3 19-28 7.56/4/4 °5y�/6 sl 2csbk mvfr gW .6 1.0
4 28-40 7.5yr4/6 c1f 7y'r6/2 6
7.56/612 Sl Om mcfi — — .2 .6
*Effluent#1 =BOD,>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD s.30 mg/L and TSS<,0 mg/L
CST Name(Pliaase Print) Signature: CST Number
Thomas J.Schmitt 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St.,New Richmond,Wl 54017 822/04 715-247-2941
• j Property Owner Grand Properties, LP Parcel ID# Page 2 of 3
Boring# "h Boring
F31 jo Pit Ground Surface elev. 96.93 ft. Depth to limiting factor 31 in.
Soil Application Rate
t
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-10 10yr32 none sl 2mgr mvfr cw 2m,2f .6 1.0
2 10-22 10yr4/3 none sl 2msbk mvfr gw 2f .6 1.0
3 22-31 10yr4/4 none sl 2msbk mfr gw .6 1.0
4 31-49 7.5 4/6 c2d 7.5yr6/8 sl 1 msbk mfr .4 .7
7.5 /1
5 49-64 5yr4/4 m2d 7.5yr6/6 7.5yr6/2 sl Om mfi — — 2 6
F—I Boring# EN-3 Bori ng
Ij 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 LJ 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
I
"Effluent#1 =BOD s'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
�Mducted by: Conducted For: Ref.No.
• 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, WL 54025
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: Squaw Lake Estates
Lot No.: 1:9S _
Legal Description: /Y4✓114AF-114 S17 T3 IN RI 8W
Township of Star Prairie, St. Croix County
Bench Mark EL 100.00'Top of 2" pvc pipe
Alternate Bench Mark El./40,V3Top of 2" pvc pipe j
Slope=_�� Contour Line EL /tJa. ?
Contour Line Length 7S
Scale 1" =40'
`y (4 - — —
, a 5
36
This soil r was done to fulfill a zoning requirement. No permanent lot markers were in at the time the test was
conducted. The any in which it was done may or may not be suitable for your use,or in the location shown.
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