HomeMy WebLinkAbout040-1125-90-010 . - —{� C5---aca� — a fi q
• Wisconsin Depa y�vroresst i 5 ces :71"let,Z Page 1 of 2
Division of Indust ces
MAY 04 2022 SOIL EVALUATION REPORT
In actor ance with SPS 385,Wis. Adm. Code County
ST Croix
Attach complete site an on paper4ldr' `S *1 inches in size.Plan must include,
but not limited to:verti al cdroriafril M),direction and percent slope, Parcel I.D.
scale or dimensions.n ,and location and distance to nearest road 040-1125-90-010
Please print allfor information. Rev'�y.ed by � ( Dale
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Personal information you provide may be used for secondary purposes(Privacy Law,s 15.04(1)(m)). f/,(�Jb 101-
Property Owner Property Location:
Joe Fischer Govt. Lot: NW '/. SE '/. S 33 T 28 N R 19 W
Property Address Lot# Block# Subd. Name or CM
TBD Serenity CT N�
City Stale Zip Code Phone Number 0 City 0 Village ❑ta Town Nearest Road
River Falls IWI 154022 I I I Troy I Serenity CT
I]New Construction Use:O Residential/Number of bedrooms 5 Code derived design flow rate 750 GPD
❑ Replacement 0 Public or commercial—Describe ��/�
Parent material Loess over loamy till&loamy LSBR residuum(Ritchey sil) Floodplain elevation if applicable NA ft. ZV/•t_
General comments and recommendations: R.mmm.nd minimum 20's.nd-M POW TS mound on 100.00 contour MT O.egpd/1121oading rots
IF=1e-(R.dozmorpom features) r
ohly 4 a4' So; 1 DV-e.r rwc-L .
CI Boring
r
1 Boring# • Pit Ground surface elev 96-60 ft Depth to limiting factor 19 in.
Ay 10
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu,Az.Cont.Color Gr Sz Sh. •Eft#1 •Eff#2
1 0-9 10YR 3/3 - sil 3mgr mfr cs 2m-vf 0.6 0.8
2 9-19 10YR4/4 - sil 2fabk mfr-mfi aw 1m-vf 0.6 0.8
3 19+ LSBR (highly fractured) - - - - - - -
'Horizon 2 also had 15-20%LSBR rock fragme is
❑ Boring
2 Boring# 0 Pit Ground surface elev. 100.00 ft. Depth to limiting factor 17 in.
A- 8 �k
I-- 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 0-9 10YR 3/3 - sil 2msbk mfr cs 2m-vf 0.6 0.8
2 9-17 10YR 4/4 - sil 2mabk mfr gs 1f-vf 0.6 0.8
3 17-21 10YR 3/6 fid 10YR 5/8 8 10YR 5/1 sicl 2fabk mfi aw lf-vf 0.4 0.6
4 21+ LSBR (highly fractured) - - - - - - -
'Horizon 3 alt o had 10-15%LSBR rock fragments
'Effluent#1 =BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L J E fluent#2=BOD. >30 5 220 ring/L and TSS>30 5 150 mg/L
CST Name(Please Print) Signature O IC) / p CST Number
Ryan Bethel fiheAi_Y� J'r3. lf 1330632
•
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S,Red Wing,MN 55066 04/26/22 (651)327-0074
SBD-8330(R04/15)
t •
❑ Boring
3 Boring#
❑� Pit 'Ground surface elev 100-00 ft. Depth to limiting factor in.
-�ft
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. •Elf#1 'Eff#2
1 0-9 10YR 3/3 - sil 2msbk mfr cs 2m-vf 0.6 0.8
2 9-16 10YR4/4 - sil 2mabk mfr gs 1m-vf 0.6 0.8
3 16-22 10YR 3/6 lid 10YR5/8810YR 5/1 Sid 2f-mabk mfi aw lf-vf 0.4 0.6
4 22+ LSBR (highly fractured) - - - - - -
'Horizon 3 also had 10-15%LSBR rock fragments
El Boring
4 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. E}f11t1 •Efr#2
❑Boring
5 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 EffY2
'Effluent#1 = BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L 'Effluent#2=BOD. >30 5 220 mg/L and TSS>30 s 150 mg/L
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