HomeMy WebLinkAbout042-1016-10-910 (2) #2112
y "Wisconsin SOIL EVALUATION REPORT Page 1 of 3
Department of Commerce in accordance with Comm 85,Wis.Adm.Code
Steel's Soil Service
Division of Safety and Buildings
County
Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must St. Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. R iewe Date /
Personal information you provide may be used for secondary purposes Priv aw,s.15.04(1)(m)). d
Property Owner 1� Property Location
Francis Lands, LLC Govt.Lot na NW1/4, NE1/4, S7,T29N, R18W
Property Owner's Mailing Addre 2 Lot# Block# Subd.Name or CSM# _
E. 1404 First National Bank Building �}I{ � , 10 na CSM
City State Zip Code P PhnNJ (ING FFt City Village T n Neare Road
Saint Paul MN 55101 '651-222-5555 Warren �7Z107Th Ave.
New Construction Use: ' Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement I Public or commercial-Describe: na
Parent material Pitted outwash plains Flood plain elevation,if applicable na ft.
General comments Mound Design,System elevation 98.93ft based on contourline elevation 98.10ft.Minimum 10 inches ASTM33 Mound Sand.
and recommendations:
Boring# Boring
Pit Ground surface elev. 94.00 ft. Depth to limiting factor 42 in. ISoil 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 0-12 10yr3/2 none A 2msbk mfr cs 2vf 0.6 0.8
2 12-26 10yr3/4 none sicl 2msbk mfr gw lvf 0.4 0.6
3 26-42 10yr4/4 none sicl 2msbk mfr gw na .7 1.6
4 42-60 10yr6/4 c2d7.5yr5/6 Cl om na na na .0 .0
Boring# Boring
Pit Ground surface elev. 94.00 ft. Depth to limiting factor 96 in. ISoil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. ` LW 'Eff#2
1 0-12 10yr3/2 none sl 2msbk mfr cs 2vf 0.6 1.0
2 12-38 10yr4/4 none scl 2msbk mfr gw 1vf 0.4 0.6
3 38-96 .5yr4/6 none ms osg na gw na .7 1.6
—�
dy__-Z�Z�I'ZfirL
Effluent#1 =BODS>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) ignature: CST Number 248956
David J. Steel �_.,_ "
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
1699 150th St New Richmond,WI 54017 5/19/2009 715-760-0347
SBD-8330(R.07/00)
Propelly Owner Francis Lands, LLC Parcel ID# Page 2 of 3
I Boring
3] Boring# Pit Ground surface elev. 98.100 ft. Depth to limiting factor 26 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 0-15 10yr3/2 none sl 2msbk mfr cs 1Vf 0.6 1.0
2 15-26 10yr4/4 none sl 2msbk mfr gw na 0.6 1.0
3 26-41 7.5yr4/6 f2d 7.5yr5/6 scl 2msbk mfr gw na 0.4 0.6
4 41-60 5yr4/4 flf 7.5yr5/6 scl om na na na .0 .0
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#t I *Eff#2
F-1 , _'', Boring
Boring# I 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 I *Eff#2
I
*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 Francis Lands LLC 1699 150th St.
CST-POWTSM NW1/4,NE1/4,S27,T29N,R18W New Richmond, WI 54017
Lic. #248956 Town of Waren, St. Croix Co. Direct 715-760-0347
CSM Lot 10 Fax 715-246-0318
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 El 100.00 ft
Top of 3/4"pvc pipe
=Borings
Boring Elevations
�✓�' �;1n0�
BI = 94.00 ft
F B2 = 94.00 ft
B3 = 98.10 ft
B4 = 0.00 ft
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RECEIVES IIIIIIIIIlllllflllllllll111111hi111111lii11
AUG - 3 2010 9097E."'6
BETH "ABST
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ST.CROW COUNTY ST. CROIX CO., Ita
m I SURVEYOR'S RECORD RECEIVED FOR RECORD
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1 of 1 Vol. 24 Page 5680
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