HomeMy WebLinkAbout040-1322-15-000 ,91
SOIL EVALUATION REPOR., #1385
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. ,
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Please print all information. Revi ed By Date l�
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �Q D(p
Property Owner Property Location
Tom And Renee Patnode 7 ECEIVEDovt.Lot na NW 4, SE1/4, S19,T28N, R19W
Property Owner's Mailing Address of# Block# Subd.Name or CSM#
225 Cty Rd F OrT 15 na Troy Overlook On-
City State ip Code P o r Cit
❑ y ❑Village g ❑ Town Nearest Road
Hudson I WI 540W CRa*Njjy-qF5 Troy Cty Rd F
❑❑New Construction Use: ` bed roo 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 100.20ft based on contour line elevation 99.45ft. Minimuum 9 inches of
and recommendations: ASTM33 mound sand.
1
Boring /
9 ✓ .
❑ Ground surface elev. 99.45 ft. Depth to limiting factor 32 m• 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 0-4 10yr3/1 none sil 2msbk mfr cs 1c .6 .8
2 4-32 10yr4/4 none sil 2msbk mfr gw if .6 .8
3 32-51 7.5yr4/4 none sicl om na gw na .0 .0
4 51-60 7.5yr4/4 none sl om na na na .2 .6
Fi-1 Boring# ❑ Ground surface elev. 99.45 ft. Depth to limiting factor 27 /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 0-9 10yr3/1 none sil 2msbk mfr cs 1c .6 .8
2 9-27 10yr4/4 none scl 2msbk mfr cs if .4 .6
3 27-36 7.5yr4/4 f2d 7.5yr5/6 sl/Is om na cs na .2 .6
4 36-40 10yr8/2 c2d 7.5yr5/6 ;andston Residuum na na na .0 .0
Effluent#1 =BODS>30<220 m /L and TSS>30<150 m /L "Effluent#2=BOD5<.30 mg/L and TSS S.30 mg/L
CST Name(Please Print) Sign : 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# El T Ground surface elev. 99.45 ft. Depth to limiting factor 60 n.
❑ 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 0-27 10yr3/1 none sil 2msbk mfr cs 1c .6 .8
2 27-49 10yr4/4 none sil 2msbk mfr gw 1c .6 .8
3 49-60 7.5yr4/4 none sl om na na na .2 .6
F] Boring# ❑ 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
I
❑ Boring# ❑ 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=BOD5<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 200t' St.
CST-POWTSM NW1/4,SE1/4,S19,T28N,R19W Baldwin, W154002
Lic. #248956 Town of Troy, St Croix Co. Direct 715-760-0347
Troy Overlook, Lot 15 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. 100.60 ft
Top of 3/4"pvc pipe
❑ =Borings
Boring Elevations
131 = 99.45 ft
B2= 99.45 ft
B3 = 95.25 ft
B4= 0.00 ft c
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