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Wisconsin a i �t. f::sional Services Page 1 of 2
n�� 11 VI-N OIL EVALU ION REPOR 35L1 L; 57 N
oca accordance with SPS 385.Wis. Adm. Code County
Attach come -te site plan o``nA� cW o •y••- - • . 1/2 x 11 inches in size. Plan must include, ST Croixbut not limite. to:verlim aMYi. , eerence point(BM).direction and percent slope. Parcel I.D.
scale or dim- -ions.nodlat3Tn location and distance to nearest road. 040-1247-10-000
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Pleasey print all u Revjt Eby/ -C/ D /
Personal information you provide may be used for secondary purposes(Privacy Law.s 15.04(1)(m)). �/�1/- 16 r�i/ZZ
Property Owner Property Location:
Carrie Whitacre(Buyer) Govt. Lot: SE Y. NE Y. S 24 T 28 N R 20 W
Property Address Lot# Block# Subd. Name or CSM#
354 Lindsay RD 31 Troy Village
City State Zip Code Phone Number ❑City ❑Village El Town Nearest Road
Hudson IWI I 54016 I I I Troy I Lindsay RD
0 New Construction Use:0 Residential/Number of bedrooms 4 Code derived design flaw rate 600 GPD
❑ Replacement ❑ Public or commercial—Describe: '
Parent material Loess over loamy till(Whalen sil) Floodplain elevation if applicable NA ft [.�^MI—
General comments and recommendations: Recommend minimum 8'sand-lift POWTS mound on 99.00 contour nth 0.69pdMt2 loading rile.
LF.33'(Redosimomi 4c features)
❑Boring
1 Boring# ❑t Pit Ground surface elev.96.60 fl. Depth to limiting factor 35 in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FI2
In. Munsell Qu.Az.Cont.Color Gr.Sz. Sh. 'Eff#1 'EIf#2
1 0-8 10YR 3/3 - sil 2msbk dh cs 2f-vf 0.6 0.8
2 8-19 10YR 4/4 - sil 2mabk dh cw 1vf 0.6 0.8
3 19-30 7.5YR 4/6 - Is 0sg loose gw - 0.7a 1.6a
4 30-35 7.5YR 4/6 - s Osg loose gw - 0.7a 1.6a
5 35-42 7.5YR 4/4 c117.5YR 5/8 a 7 5YR Sit d 1 mabk-0m mil aw - 0.0 0.0
6 42+ LSBR - - - - - - - -
0 Boring
2 Boring*
0 Pit Ground surface elev 08.70 ft. Depth to limiting factor 36 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ftl
In. Munsell Qu.Az Cont.Color Gr. Sz. Sh. 'Eft#1 'Eff#2
1 0-10 10YR 3/3 - sil 2f-mgr dsh: cs 2c-vf 0.6 0.8
2 10-18 7.5YR4/4 - sil 2f-mabk dsh cs 1c-vf 0.6 0.8
3 18-29 10YR 3/6 - d 2mabk dsh-dh cw 1m-vf 0.4 0.6
4 29-36 7.5YR 4/6 - sl 1 msbk dh gw - 0.4 0.7
5 36-42 7.5YR 4/4 cld 7.5YR 4I6 8 7.5YR 5/1 d Om mfi aw - 0.0 0.0
6 42+ LSBR - - - - - - - -
•Effluent#1 =BOO. >30 s 220 rng&L and TSS>30 s 150 mg/L 'Effluent#2=BOD. >30 s 220 mg/L and TSS>30 s 150 mg/L
CST Name(Please Print) Signature CST Number
Ryan Bethel il SP-111500001
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S,Red Wing.MN 55066 08/05/21 (651)327-0074
SBD-8330(R04/15)
0 Boring
3 Boring# ID Pit - "tireund+rdace.elev.99.65 ft. Depth to limiting factor 33 in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In Munsell Qu Az Cont.Color Gr.Sz. Sh •Eff#1 •ER#2
1 0-10 10YR 3/3 - sil 2msbk dh cs 2f-vf 0.6 0.8
2 10-20 10YR 4/4 - sil 2f-mabk dh gw lvf 0.6 0.8
3 20-33 7.5YR 4/6 - Is Osg loose gw - 0.7a 1.6a
4 33-41 7.5YR 4/6 c1f 7.5YR 5r8 a 7.5YR 5/2s1-sd 1 msbk mfr-mfi aw - 0.2 0.3
5 41+ LSBR - - - - - - - -
El 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 Efifih22
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 •Eft#1 •Eff#2
•Effluent#1 = BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L •Effluent#2=BOD,>30 5 220 rng/L and TSS>30 5 150 mg/L
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