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Vismman SOIL EVALUATION REPORT #1979
Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
Please print all information. Rev' ed By Date
Personal information you provide may y Law,s.15.04(1)(m)). 7 Gt'p
Property Owner Property Location
Tom And Renee Patnode Govt.Lot na NW1/4/SE14�/4, S19,T28N, R19W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
225 Cty Rd F 9 na Troy Overlook
City Stat ZipSibdeR01 ber City Village❑ Y ❑ 9 E. Town Nearest Road
Hudson W Troy I Cty Rd F
❑New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑Replacement ❑ Public or commercial-Describe: na
Parent material Limestone uplands covered by glacial till Flood plain elevation,if applicable na ft.
General comments Mound design, system elevation 101.41ft based on contour line elevation 100.00ft. Minimuum 17 inches
and recommendations: of ASTM33 mound sand.
F 1-1 Boring# E] Boring
❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 29 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs is .6 .8
2 10-29 7.5yr4/4 none Sid 2msbk mfr cs na .4 .6
3 29- 10yr7/4 none =racturec Limestone na na na .0 .0
Fi-1 Boring# ❑ Boring
❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 21 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs lc .6 .8
2 10-21 10yr4/4 none Sid 2msbk mfr cs 1vf .4 .6
3 21- 10yr7/4 none =racturec Limestone na na na .0 .0
Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD5<30 mg/L and TSS<-30 mg/L
CST Name(Please Print) � ❑ Signature: CST Number
David J. Steel ❑ ` �- —�-� 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St.Baldwin,WI 54002 10/3/2006 715-760-0347
SBD-8330(R.07/00)
Property owner Tom And Renee Patnode Parcel ID# pending Page 2 of 3
❑ Boring# Boring ,�
Pit Ground surface elev. 98.55 ft. Depth to limiting factor 19 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr Cs 1C .6 .8
2 10-19 7.5yr4/4 none Sid 2msbk mfr Cs na .4 .6
3 19- 10yr7/4 none =racture( Limestone na na na .0 .0
❑ Borin g# ❑ 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 GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *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 GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1 =BODS>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.
SBD-8330(R.07/00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Tom & Renee Patnode 994 200" St.
CST-POWTSM Nw1/4,SE1/4,S19,T28N,R19W Baldwin, WI 54002
Lic. #248956 Town of Troy, St Croix Co. Direct 715-760-0347
Troy Overlook, Lot 9 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use.
The location of this test may or may not be as shown,as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1"=40'
=Benchmark Ele. 100.00 ft
Top of 3/4"pvc pipe
• =Alt Benchmark Ele. 100.00 ft
Top of 3/4"pvc pipe
❑ =Borings
Boring Elevations
BI = 100.00 ft
B2= 100.00 ft
B3 = 98.55 ft
j!l B4= 0.00 ft
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