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SOIL EVALUATION REPORT
• Wisconsin Department of Com ....,�,,,,.,_� Page 1 of 3
Division of Safety and Buildings m 85,Wis.Adm.Code Tom Schmitt
P ��R_e county
Attach complete site plan o paper not less than 8%Z x 11 inches in Plan must St.CroiX
include,but not limited to: tical anq orjonlql reference point( direction and percent slope,scale or dim sions, am*,Oid irr annce to nearest mad. Parcel I.D. 3 p_ a3 /— 5;0(g6 Ple se pdntaloinfonnation. Re ' B 0 Date
Persons information you a may ti r \ ai�' tp S (P acy Law,s.15.04(1)(m)). of v
Property Owner Property Location
Grand Properfies, LP Govt.Lot NW 1/4 NW 1/4 S 17 T 31 NR 18 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
712 Rivard Streeet,Suite 300 5 Squaw Lake Estates
City State Zip Code Phone Number City Village 16 Town Nearest Road
Somerset I WI 1 54025 1 715-247-5900 Star Prairie I 218Th Ave.
New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
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 99.0'based off of contour line established at 98.13'.
Slope is 4%. Depth to limiting factor is 26".
Boring# �j Boring
#M Pit Ground Surface elev. 98.28 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-8 10yr3/4 none sit 2mgr mfr as 2f .6 .8
2 8-14 10yr5/3 none sit 2fsbk mfr gW 1f .6 .8
3 14-28 7.5yr4/4 none sil 3msbk mfr gW -- .6 .8
4 28-38 7.5yr4/6 c2d 1 /2/8 sic] 3msbk mfr gW ---- .4 .6
5 38-60 10yr4/6 'T'�d5yr5/6 sic] 1 msbk mfr — -- .2 .3
Boring# Boring
!g Pit Ground Surface elev. 98.53 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-9 10yr3/3 none sit 2mgr mvfr as 2f .6 .8
2 9-17 10yr5/3 none sil 2fsbk mfr cW 1f .6 .8
3 17-26 7.5yr4/6 none scl 3msbk mfr gW 1f .4 .6
4 26-37 5yr4/4 c2 .5yr /2/6 sicl 3msbk mfi cW --- .4 .6
5 37-59 10yr5/4 mad /6
7.5 yr5 sicl 1 msbk mfr — .2 .3
/2/2
*Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<M mg/L
CST Nam(Please Print) Signature: ,� CST Number
Thomas J.Schmitt , 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St.,New Richmond,WI 54017 —oZ _ 715-247-2941
Property Owner Grand Properties, LP Parcel 1D# Page 2 of 3
•
F Bering# Boring
0,1 Pit Ground Surface elev. 97.13 ft. Depth to limiting factor 29 in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-9 10yr313 none I 2mgr mvfr as 2f .6 .8
2 9-16 10yr5/4 none I 2fsbk mfr gw 1f .6 .8
3 16-29 7.5yr5/4 none scl 2msbk mfr gw .4 .6
4 29-44 7.5yr4/4 c25 56/2/6 scl 2msbk mfr cw -- .4 .6
5 44-61 7.5yr4/6 mad sicl 1 msbk mfr — .2 .3
Syr5/2 S/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
❑ Boring# �j 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? < 1
30 220 mg/L and TSS>30< 50
_ _ mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
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need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-2644777.
Page 3 of 3
' bonducted by.- Cowed For. Ref No. 1,2410
Schmitt Soil and Site Evaluations Name: Grand Pmpeities,LP.
Thomas Schmitt,CST 227429 Addrew: 712 Rivard St. Suiteloo
1595 72nd St. City,State,Zip: Somerset,WI.54025
New Richmond,WI. 54017
Phone: 715-247-2941 Subd.Name: Squaw Lake Estates
Lot No.: 3'
Leggal DesciPgon: 11-J U4 N41114 S17 T3 1N R1 8W
Township of Star Prairie, St.Croix County
Bench Mack EL 100.00'Top of 2"pvc Pipe
Ahternate Beach Mark EL/0%/9`Top oft"pvc Pipe
SIPPe=—Y-K Contour Line EL .!3
Contour Line Leng� �
Scale 1"=40'
6
31' a
Pf�pQ�
�e
Phis soil report was done to fUM I a zoning req*wnent No Pertnanentt tot Markers v ere in at the time the tent was
coned. The area in wNch it was done may or may not be suitable for your use,or in the locadon shown.
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