HomeMy WebLinkAbout020-1040-62-100 .
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Wsconsin Department of Safe a ��� rvioes M Page 1 of 3
Division of Indus �PI 1'�I I )1 f 1 /
u�J l=1� SOIL EVALUATION PORT
t 9 2U21 In nce with SPS 385,Ws. Adm. Code County
Attach complete site an on p un r'no less than 8 1/2x 1 inches in size.Plan must include, St.Croix
but not limited to:verti I and horizontal mice point M),direction and percent slope, Parcel I.D.
scale or dimensions,n rth arrog.t. atitalS to nearest road. 020-1040-62-100 Ref#2653
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p nt all Information. �by/ / / 7D�/7/ Z2
Personal information you provide may be used for secondary purposes(Privacy Law,S. 15.04(1)(m)). � T/�D-
Property Owner Property Location ❑
Jim 8 Michelle Boumeester Govt.Lot SW % NE V. S 19 T 29 N R 19 E (or) W
Property Owner's Mailing Address Lot* Block# Subd.Name or CSM*
346 Baer Dr. Na Na Na
City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road
Hudson I WI 154016 I (715)760-0117 I I Hudson I
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0 New Construction Use:®Residential/Number of bedrooms 3 Code derived design flow rate GPD
❑ Replacement 0 Public ometpf c rcia I Describe:
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Parent material Glacial Outwash 410'1 1%1 ra Flood Plan elevation if applicable na ft.rp frtt S.
General comments and recommendations: Site suitable for In-ground POWTS with 0.7 gpd/sgM.'design loading rate. Recommended system infiltrative
surface elevaton to be 87.00'.
0 Boring
1 Boring*
®Pit Ground surface elev 92 54 ft. Depth to limiting factor>121"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
•Eff#1 •Eff#2
1 0-7 10yr3/3 none I 2fgr dsh cs 2fmc 0.6 0.8
2 7-40 10yr3/6 none Is Osg ml cs lvf,fm 0.7 1.6
3 40-63 10yr4/6 none Is Osg mll cs - 0.7 1.6
4 63-84 10yr4/6 none gr s Osg dl gs - 0.7 1.6
5 84-121 10yr5/4 none gr s Osg dl - - 0.7 1.6
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2 Boring* ❑ Boring •
® Pit Ground surface elev.92.75 ft. Depth to limiting factor>124"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFN
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'E1f*1 'Eff#2
1 0-5 10yr3/3 none I 2fgr mvfr cs 2fmc 0.6 0.8
2 5-38 10yr3/6 none Is Osg ml cw 2vf,fm 0.7 1.6
3 38-50 10yr4/6 none Is Org mll cw - 0.7 1.6
4 50-71 10yr4/6 none gr s Osg dl ow - 0.7 1.6
5 71-124 10yr5/4 none gr s Osg dl - 0.7 1.6
•Effluent*1 =BOD,>30 5 220 mg4.and TSS> 5 150 mg/L uent#2=BOD >30 5 220 mg/L and TSS>30 s 150 mg/L
I CST Name(Please Print) Sgnaplre CST Number
James K.Thompson / 30021
Address ate Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020-5413 November 2,2020 (715)248-7767
SBD-8330(R04/15)
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•3 Boring# 0 Boring
®Pit Ground surface elev 90 98 ft. Depth to limiting factor>116"in.
Soil Application Rate •
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Eft#1 'Efl#2
1 0-4 10yr3/3 none Is osg ml cw 2v1.fm 0.7 1.6
2 4-32 10yr3/6 none Is Osg ml cw lfmc 0.7 1.6
3 32-44 10yr3/6 none Is osg ml cw - 0.7 1.6
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4 44-51 10yr4/6 none gr s Osg dl cw - 0.7 1.6
5 51-116 10yr5/4 none s osg dl - - 0.7 1.6
Boring# 0 Boring
0 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.Az.Cont.Color Gr.Sz.Sh.
•Eft#1 •EIfI112
[ 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.Az.Cont.Color Gr.Sz.Sh.
'Eff#1 •Eft#2
• Effluent#1 = BOD, > 30 s 220 mg/L and TSS>30 s 150 mg/L 'Effluent#2=BOD, >30 5 220 mg/L and TSS>30 s 150 mg/L
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