HomeMy WebLinkAbout020-1240-70-000 (2) r� cs'r -aoa0 - V7
Wisconsi�yrtmentof Safety and Professional Services �- Page 1 of 2
Division Qf�tndustry Services
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3 0 2.0 SOIL EVALUATION REPORT b 0 jTGOP5 LAG �''� Le;
• Nw In accordance with SPS 385.Wis Adm. Code County
Attach complete site plan on paper not less thane�11 2 x 11 inches in size.Plan must include. ST Croix
but not limited td:vertical and horizontal referentpoint(BM).direction and percent slope. Parcel I.D.
scale or dimensions.north errow-and location and distance to nearest road 020-1240-70-000
`- Please print all information. Re wed by fA / Da /
Personal information you provide may be used for secondary purposes(Privacy Law.s 15 04(1)(m)) n / I 77 17/ Z�
Property Owner Property Location. /
Glen Labeau Govt. Lot 5 w % /00% S 21 T 29 N R 19 W
Properly Owners Mailing Address Lot# Block# Subd. Name or CSM#
508 Jacobs Ladder Circle 26 Jacobs Landing 2ND Addition
City State Zip Code Phone Number 0 City ❑Village ID Town Nearest Road
Hudson IWI 154016 I I I Hudson I Jacobs Ladder Circle
' 0 New Construction Use II Residential/Number of bedrooms 4 Code denved design flow rate 600 GPD
0 Replacement 0 Public or commercial-Describe:
Parent material Loamy drift over sandy/gravelly outwash(Burkhardt sl) Floodplain elevation if applicable NA ft. Zoj.ce )e.....
General comments and recommendations'. Recommend in-ground-Conrentonar trenches al 30'minimum depth we,0 7agpdM t2 loading ran
IF=>115'(extent of observations)
❑Boring
1 Boring# ❑� Pit Ground surface elev.99.00 ft. Depth to limiting factor >11777 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 0-9 10YR 2/2 I 2mgr mfr cs 2f-vf 0.6 0.8
2 9-20 10YR414 - cl 2msbk mfr cs lc-vf 0.4 0.6
3 20-38 7.5YR 4/4 - s Osg loose cw 1f-vf 0.7a 1.6a
4 38-76 7.5YR 5/4 - s Osg loose cw - 0.7a 1.6a
5 76-117 7.5YR 5/3 - s Osg loose - - 0.7a 1.6a
0 Boring
2 Boring# 0 Pit Ground surface elev 98.00 ft Depth to limiting factor >120 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 'Etf#2
1 0-7 10YR 2/2 - I 3mgr mfr cs 2c-vf 0.6 0.8
2 7-19 10YR4/4 - cl 2msbk mfr Cs 1c-vf 0.4 0.6
3 19-34 7.5YR 3/4 - cos Osg loose cw 1 m-vf 0.7a 1.6a
4 34-74 7.5YR 4/4 - s Osg loose cw 1f 0.7a 1.6a
5 74-86 7.5YR 5/4 - s Osg loose - - 0.7a 1.6a
6 86-120 7.5YR 5/3 - s-cos Osg loose - - 0.7a 1.6a
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 5 150 mg/L
CST Name(Please Print) Signalure p CST Number
Ryan Bechel I'^�` - SP-111500001
Address Date Evaluation` Conducted Telephone Number
779 Spring Creek RD S,Red Wing,MN 55066 11/1820 (651)327-0074
SBD-8330(R04/15)
{ ❑� Boring
3 Boring* ❑Pit Ground surface elev.1°°•90 ft. Depth to limiting factor >115 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFt2
In Munsell Qu.Az.Cont.Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-8 10YR 2/2 - I 2mgr mfr gs 2f-vf 0.6 0.8
2 8-26 7.5YR 2.5/2 - I lmsbk mfr cs 1f-vf 0.4 0.6
3 26-35 10YR 4/4 - ct 2msbk mfr-mfi cs - 0.4 0.6
4 35-52 7.5YR 3/4 - s Osg loose cw - 0.7a 1.6a
5 52-68 7.5YR 4/4 - s Osg loose ow - 0.7a 1.6a
6 68-115 7.5YR 5/4 - s Osg loose - - 0.7a 1.6a
4 Boring# ❑ Baring
❑ 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. 'Etf#1 'Eft/2
5 Boring* El 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.Cant.Color Gr. Sz.Sh. 'Eff#1 'Eff#2
•Effluent#1 =BOD,>30 s 220 rrg/L and TSS>30 5 150 mg/L ' Effluent 02=BOO, >30 5 220 mg/L and TSS>30 5 150 mg/L
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