HomeMy WebLinkAbout020-1059-70-100 (2) •
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r Wisconsin Depa fe and Professional Services Page 1 of
Division of Indust Mir((� (� ,p e p Kil )
�_ .._ E[II SOIL EVAr IUN HhPURT b3Lf M
MAY � 2n,9In accgroance with SPS 385,Wis. Adm. Code County /
le`ss-MASt Croix
Attach complete site Ian on paper no 8 1/2 x 11 inches in size. Plan must include,
but not limited to:ve ical and,horizontal reference poin (BM),direction and percent slope, Parcel I.D.
scale or dimensions, otth a CiiW�tdctatgnand dist nce to nearest road. From 020-1059-70-100 Ref+r2683
ommunity Dev I Dat
R iewed b /e
Personal information you provide may be used for secondary purposes(Pnvacy Law,S. 15.04(1)(m)). 1% A�fj.I I �/)7/ Z
Property Owner Property Location L_1/
John Begin Govt.Lot NE '/. SE Y. S 22 T 29 N R 19 E (or) W
Property Owner's Mailing Address Lot* I Block* Subd. Name or CSM$ 1
834 KellyRd. 04 ll Na Proposed CSM I O �L�
City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road
Hudson WI 54016 I (715)781-9008 I Hudson Heritage Way
0 New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Pu is or commercial-Describe:
Parent material Glacial Outwash I,r ". t—5a'7, //.. Flood Plan elevation if applicable na ft. ZD£.t _ -.
General comments and recommendations: Site suitable for In-ground POWTS with 0.7 gpd/sq/ft.design loading rate. Recommended system infiltrative
surface elevation to be approximatley 48'below grade at 96.0'&95.0'.
1 Boring>« ❑Boring
®Pit Ground surface elev.99.92 ft. Depth to limiting factor>96 in.
—
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary 1 Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr. Sz. Sh.
'Eff#11 'Efffi'2
1 0-8 10yr3/2 none si 2fgr mvfr cs 2vf,f 0.6 1.0
2 8-19 10yr3/4 none sl 2fsbk mvfr cs 2vf,f 0.6 1.0
3 19-26 7.5yr4/6 none Is Osg ml cs 1vf 0.7 1.6
4 26-86 10yr4/6 none s Osg ml cs - 0.7 1.6 •
5 86--96 10yr5/4 none s Osg dl - - 0.7 1.6
I 2 Boring 1t ❑Boring
i ®Pit Ground surface elev. 100.70 ft. Depth to limiting factor>�9 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. •EfI#k1 'Eff#2
1 0-14 10yr3/2 none sill 2fgr mvfr cw 2vf,f 0.6 0.8
2 14-25 10yr3/4 none sil 2fsbk mvfr cs 2vf,f 0.6 0.8
3 25-32 10yr4/4 none sI lmsbk mvfr cw 1ff,f 0.4 0.7
4 32-40 7.5yr4/6 none Is Osg ml cs 1vf 0.7 1.6
5 40-99 10yr4/6 none s Osg ml - - 0.7 1.6
Effluent N1 =BOD,>30 5 220 mg/L :nd TSS><r s 150 mg/L Alle•nt*2=BOD >30 s 220 mg/L and TSS>30 s 150 mg/L
CST Name(Please Print) igna re CST Number
James K Thompson . 5' 30021
Address - 'ate Evaluation Conducted Telephone Number
L 340 Paulson Lake Lane,Osceola,WI 54020-5413 May 27,2022 (715)248-7767
SBD-8330(R04/15)
3 • ®Boring iP r
Boring*
❑ Pit Ground surface elev. 95_31 ft. Depth to limiting factor>95 in.
Soil Application Rate
Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 '
In. Munsell Qu.Az. Cont.Color Gr.Sz.Sh.
'Effit1 'Eff*2
1 0-13 10y3/2 none sl 2fgr mvfr cw 2vf,f 0.6 1.0
2 13-26 10yr3/4 none gr sl tmsbk mvfr cw 2vf,f 0.4 0.7
3 26-33 7.5yr4/6 none Is Osg ml cs 1vf,f 0.7 1.6
4 33-82 10yr4/6 none s osg ml cs - 0.7 1.6
5 82-95 1oyr5/4 none s Osg ml • - 0.7 1.6
Boring* 111
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.
'EIf01 'Eff02
I
•
ring* ❑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 5 220 rng/L and TSS>30 s 150 mg/L ' Effluent 02=BOD, > 30 5 220 mg/L and TSS>30 5 150 mg/L
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