HomeMy WebLinkAbout042-1016-10-930 It # i P--A,. EVALUATION REPORT #2114
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Department of Commerce n accordance t Co
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8'/2 County x 11 inches in size. Plan must 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 �.
� o7— D (o�U 0
Please print all information. Re ' wed Dat
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 6f
Property Owner R Property Location
Francis Lands, LLC Govt.Lot na NW1/4, NE1/4, S7,T29N, R18W
Property Owner's Mailing Address Lot# Block# Subd. Name or CSM#`
MAY 2 6 2009 Y
E. 1404 First National Bank Building 12 na C S M
City State Zip Code ghQ)aJ4ua>b9r00F' CE City Village , Town Nest Road
Saint Paul MN 55101 2�TIV55 Warren 107Th Ave.
New Construction Use: j Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement J Public or commercial-Describe: na
Parent material outwash plains and stream terraces Flood plain elevation,if applicable na ft.
General comments Mound design,system elevation 101.16ft based on contourline elevation 100.00ft.Minimum 14 inches ASTM 33 Mound sand.
and recommendations:
Boring# I- Boring
Pit Ground surface elev. 100.00 ft. Depth to limiting factor 22 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sl 72msbk mfr cs 1f 0.6 1.0
2 8-22 10yr4/4 none sl sbk mfr gw lvf 0.6 1.0
3 22-38 7.5yr4/4 c2d7.5yr5/6 sl m mfr gw na 0.2 0.6
4 38-60 7.5yr4/6 c2d7.5yr5/6 sl/sil om na na na .0 .2
❑ Boring# -_ Boring
Pit Ground surface elev. 100.00 ft. Depth to limiting factor 22 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 10yr3/2 none sl 2msbk mfr cs if 0.6 1.0
2 9-22 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0
3 22-36 7.5yr4/4 f2d7.5yr5/6 sl om mfr gw na 0.2 0.6
4 36-60 7.5yr4/6 c2d7.5yr5/6 Is/sil om na na na .0 .2
"Effluent#1 =BOD?30<220 mg/L and TSS>30<1 mg/L *Effluent#2=BODS<.30 mg/L and TSS<30 mg/L
CST Name(Please Print) Si a CST Number
David J. Steel ! 248956
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)
Property Owner Francis Lands, LLC Parcel ID# Page 2 of 3
F �, Boring
3] Boring# Pit Ground surface elev. 98.80 ft. Depth to limiting factor 38 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#i I *Eff#2
1 0-8 10yr3/2 none sl 2msbk mfr cs if 0.6 1.0
2 8-24 10yr4/4 none SI 2msbk mfr gw 1Vf 0.6 1.0
3 24-38 7.5yr4/4 none SI om mfr gw na 0.2 0.6
4 38-60 7.5yr4/6 c2d7.5yr5/6 Is/Sil om na na na .0 .2
I 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
i
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 I '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
i
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 12 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
/ ♦ =Benchmark Ele. 100.00 ft
Top of 3/4"pvc pipe
% �_ c� •
=Alt Benchmark El 98.90 ft
Top of 3/4"pvc pipe
❑ =Borings
Boring Elevations
BI = 100.00 ft
B2 = 100.00 ft
B3 = 98.80 ft
B4 = 0.00 ft
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AUG - 3 2010 909766
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ST.CROIX COUNTY ST, CROIX CO., !',I
EYOR'S RECORD RECEIVED FOR RECORD
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