HomeMy WebLinkAbout004-1081-10-000 ,
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Wiscons [gbMO Safety!!ssinalSenaces^ Page 1 of 2
Division 'try,u ces 1 •tQ't1 2 p
N 2 SOIL EVALUATION REPORT 3f HWy Z
�,x �o�yoPmekl ccordance with SPS 385.Wis. Adm. Code County
ST Croix
Attach complet site plant' s than 8 1/2 x 11 inches in size.Plan must include.
but not limited to vemoCl` izontal reference point(BM).direction and percent slope, Parcel I D
scale or dimensi . orth arrow,and location and distance to nearest road. 004-1081-10-000
Please print all Information. Revi led by lit 1 D ee /I
Personal information you provide may be used for secondary purposes(Pnvac9 Law.s. 15 04(1)(m)) /�/( t. T l 17 1/ Z Z,--
Property Owner Property Location: I/
Mike Ellefson Govt. Lot: NW % SE Y. S 33 T 28 N R 15 W
Property Address Lot# Block# Subd. Name or CSM#
W TBD HY 29 3 7
City State Zip Code Phone Number ❑City ❑Village El Town Nearest Road
Spring Valley !WI 154767 I I I Cady I HYVY 29
O New Construction Use:il Residential/Number of bedrooms 3 Code derived design flow rate 450 GPO
❑ Replacement ❑Public or commercial—Describe: _
Parent material Silty alluvium(Huntsville sil) Floodplain elevation if applicable NA ft uAt. x
General comments and recommendations: Recommend minimum 8-sand-bfl POWTS mound on 100 00 contour weh 0 89pM12 loading rat.
LF=32'(Redoximorynic features)
❑Boring
1 Boring# ❑� Pit Ground surface elev.96.00 ft. Depth to limiting factor 32 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 'EB#2
1 0-8 10YR 2/2 - sil 3fgr mfr cs 2c-vf 0.6 0.8
2 8-13 10YR 5/3 - sil 2fabk mfr cs lc-vf 0.6 0.8
3 13-28 10YR4/4 - sil 2mabk mfr gs 1m-vf 0.6 0.8
4 28-32 10YR 4/4 - sil-sicl 2c-mabk mfr-mfi gs - 0.4 0.6
5 32-42 10YR 4/4 2d 7.5YR 5/8&10YR 5/2 sid 1 mabk mfi - - 0.2 0.3
'Horizons 3 8 4 also had 1 IYR 7/2 silt coats
D Boring
2 Boring# ❑I Pit Ground surface elev. 101.20 ft. Depth to limiting factor 37 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Ou.Az.Cont.Color Gr. Sz.Sh. •Eft#1 'Eff#2
1 0-7 10YR 2/2 - sit 3fgr mfr cs 3c-vf 0.6 0.8
2 7-15 10YR 5/3 - sil 2fabk mfr cs 2c-vf 0.6 0.8
3 15-25 10YR4/4 - sid 3mabk mfi gs lc-vf 0.4 0.6
4 25-37 10YR 4/4 - sil 2f-mabk mfr-mfi gs lm-vf 0.6 0.8
5 37-48 10YR 5/4 fld 7.5YR 5/8 8 10YR 5/2 sit lmabk mfr cw - 0.4c 0.6
6 48-62 10YR 5/4 f2d 7.5YR 5/8 a 10YR 5/2 sil lfabk mvfr - - 0.4c 0.6
'Horizons 3 814 also had 1 DYR 7/2 sift coats
•Effluent#1 =BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L 'Effluent#2=BOD. >30 s 220 rig/L and TSS>30 s 150 mg/L
CST Name(Please Print) Signature CST Number
Ryan Bechel l SP-111500001
•
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S,Red Wing,MN 55066 05/13/21 (651)327-0074
SBD-8330(R04/15)
4 f
❑ Boring
3 Boring# Q Pit Ground surface elev 98.00 ft Depth to limiting factor 35 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPDfFP
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Etf#1 'Eff#2
1 0-7 10YR 2/2 - sil 3fgr mfr cs 3c-vf 0.6 0.8
2 7-12 10YR 5/3 - sil 2fabk mfr cs 1c-vf 0.6 0.8
3 12-26 10YR4/4 - sil 2f-mabk mfr-mfi gs 1m-vf 0.6 0.8
4 26-35 10YR 4/4 - sic! 2mabk mfi gs 1f 0.4 0.6
5 35-50 10YR 4/4 f2d 7.5YR 518 8 10YR 5/2 sil 2f-mabk mfr gs 1f 0.6 0.8
6 50-62 10YR 5/4 11d 7.5 5/8&10YR 6/2 sil lfabk mvfr cw - 0.4c 0.6
'Horizons 3 S.I also had 10'R 7/2 silt coats
❑Boring
4 - Boring# El Pt 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. •E1F#1 'Eff#2
5
CI Boring
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/Ft'
In. Munsell Qu Az Cont.Color Gr Sz.Sh
•Eff#1 'Eff#2
'Effluent#1 = BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L •Effluent#2=BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L
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