HomeMy WebLinkAbout040-1000-30-000 (2) o (� �MD� Cs7 —a� — 035
Wisconsin Departme f�and Profegs gh6ervice Page 1 of 2
Division of Industry Se ces APR p 4 C��L e pp �J
S IL EVALUATION REPORT 5.16 D,*„n),/y Kt
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St cr 'x` t th SPS 385.Ws Adm Code County
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Attach complete site plan pa an 8 1/2 x 11 inches in size.Plan must include,
but not limited to:vertical a orizontal reference point(BM),direction and percent slope. Parcel I.D.
scale or dimensions,north arrow,and location and distance to nearest road 040-1000-30-000
Please print all information. Reywed by/ �T/ I !Date
Personal information you provide may be used for secondary purposes(Pnvacy Law.s 15 04(1)(m)) Y/ t2/ /-L-r_
Property Owner Property Location: r
Brian Byers(Buyer) Govt. Lot. NE 'h NE 7. S Ol T 28 N R 19 W
Property Address Lot# Block# Subd. Name or CSM#
TBD Boundary RD 02 CSM 05-1324
City State Zip Code Phone Number ❑City ❑Village LI Town Nearest Road
Hudson [WI 154016 I I I Troy I Boundary RD
El New Construction Use:ID Residential/Numberof bedrooms 4-5 Code derived design flow rate 750 GPD
0 Replacement 0 Public or commercial-Describe: _ `X/
Parent matenal Loamy drift and/or loess over loamy till(Santiago sit) Floodplain elevation if applicable NA ft. ztk v
General comments and recommendations: Recommend minimum 11'sand-Mil POWTS mound on 100.00 contour with 08ppdm2 loednq rats
lF=25-(Redo.morynw features)
0 Boring
1 Boring# El Pit Ground surface elev.100.70 ft. Depth to limiting factor 29 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 0-8 10YR 3/3 - sil 3mgr mfr cs 2c-vf 0.6 0.8
2 8-18 10YR 5/3 - sit 2fabk mfr cs lc-vf 0.6 0.8
3 18-29 10YR4/4 - sid 3mabk mfi gs 1m-vf 0.4 0.6
4 29-40 7.5YR 4/4 f2d 10YR 4/6&10YR 5/1 sl lcabk mfi gs - 0.4 0.7
5 40-49 7.5YR 4/6 f2f 7.5YR 5/8 sl Om mfi - - 0.2 0.6
El Boring
2 Boring#
❑� Pit Ground surface elev.98.00 ft Depth to limiting factor 25 in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Cu.Az.Cont.Color Gr.Sz. Sh. •Eff#1 -Eff#2
1 0-9 10YR 3/2 - sit 3mgr mfr cs 2c-vf 0.6 0.8
2 9-18 10YR 5/3 - sit 2fabk mfr cs lc-vf 0.6 0.8
3 18-25 10YR4/4 - sil-sicl 2mabk mfi gs lm-vf 0.4 0.6
4 25-33 7.5YR 4/4 f2d 10YR 5/8&10YR 5/1 sl lcabk mfi gw 1vf 0.4 0.7
5 33-46 7.5YR 4/6 f2f 7.5YR 5/8 sl Om mfi - - 0.2 0.6
•Effluent#1 =BOD, >30 5 220 malt and TSS>30 5 150 mg/L ''s Effluent�f #2=BOD, >30 5 220 rig/L and TSS>30 5 150 mg/L
CST Name(Please Print) Signature F4804......
4 / CST Number
Ryan Bethel 1330832
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S, Red Wing,MN 55066 03/29/22 (651)327-0074
SBD-8330(R04/15)
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l ❑ BoOmg
3 I Boring# ❑� Pit Ground surface elev.98.00 ft. Depth to limiting factor 25 in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFtz
In. Munsell Ou Az Cont.Color Gr. Sz. Sh. 'Eff#1 .Eff#2
1 0-8 10YR 3/2 - sil 2mgr mfr cs 2c-vf 0.6 0.8
2 8-15 10YR 5/3 - sil 2fabk mfr cs 2m-vf 0.6 0.8
3 15-25 7.5YR 4/4 - sid 2mabk mfi gs 2m-vf 0.4 0.6
4 25-41 7.5YR 4/4 t2d 10YR 416 3 10YR 5/1 sl 1 cabk mfi gw 1 m-vf 0.4 0.7
5 41-48 7.5YR 4/6 f2f 7.5YR 5/8 sl lcabk-Om mfr-mfi - - 0.2 0.6
❑Boring
4 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 Eff#2
0 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/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 mg1L ' Effluent#2=BOD.>30 5 220 mg/L and TSS>30 5 150 mg/L
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