HomeMy WebLinkAbout040-1035-70-000 nCMMED) SI a°ad — 3J`
Wisconsin De nment Ip/ fet tl2trOfUfssional ervices ' Page 1 of 2
Division of Ind strySe LUL SOIL EVALUATION REPORT I q i Fd §r4 ICI
St U-Gix County
Community Develoomerlba rdancewithSPS385.Wis. Adm. Code County
ST Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include.
but not limited to:vertical and horizontal reference point(BM).direction and percent slope. Parcel I.D.
scale or dimensions.north arrow,and location and distance to nearest road. 040-1035-70-000 8 040-1034-80-000
Please print all u y Rev geed by 40 / vit/z.z__Date
Personal infonnaUon you provide may be used for secondary purposes(Pnvec Law,s. 15.04{1){m)). //��/'_ l/
Property Owner Property Location:
Mark Crimmins Govt.Lot: NE % NW V. S 08 T 28 N R 19 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
448 Red Brick RD
City State Zip Code Phone Number 0 City 0 Village ❑j Town Nearest Road
Hudson 'WI 154016 I I I Troy I Red Brick RD/Coultas TRL
❑ New Construction Use,❑ Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD
❑I Replacement ❑Public or commercial—Describe. '
Parent material Loamy drift over sandy/gravelly outwash(Burkhardt) Floodplain elevation if applicable NA ft. 0.01, .1--
General comments and recommendations: Recommend in-ground"conventional-POWTS Trenches with 0 7 pdHt2 bath rato
LF•>114-(Extent of observabonx) 5 Al/Q�L . 1 c�5 /D M jN / Q
!` 000 `YY7--ODO C -)!A•G�(f(/(f ey ��.KKK.YYY"'
0 Boring (` -� / /! ltiCS Ili 0L.)
1 Boring# ❑� Pit Gro nd surface elev.99.00 ft. Depth to limiting factor >1>1�4
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
1 0-9 10YR 3/2 - I 2mgr ds cw 3m-vf 0.6 0.8
2 9-27 10YR 5/6 - sicl 2msbk dh ow 1m-vf 0.4 0.6
3 27-36 7.5YR 3/4 - Is lmsbk loose cw 1f-vf 0.7a 1.6a
4 36-58 10YR 4/6 - S Osg loose cw - 0.7a 1.6a
5 58-114 10YR 5/6 - s Osg loose - - 0.7a 1.6a
'Horizon 3 had 10%rock
2 Boring# ❑Boring 98.30 >114
❑� 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 Ou.Az Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-11 10YR 2/2 - I 2mgr ds gw 2c-vf 0.6 0.8
2 11-26 10YR 5/6 - cl 2c-msbk ds cw 2c-vf 0.4 0.6
3 26-41 7.5YR 3/4 - s Osg loose cw 1c-vf 0.7a 1.6a
4 41-60 10YR 4/6 - S Osg loose gw - 0.7a 1.6a
5 60-114 10YR 5/6 - s Osg loose - - 0.7a 1.6a
'Horizon 3 had 10%rock I
'Effluent#1 =BOD.>30 s 220 mg/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 41- CST Number
Ryan Bethel SP-111500001
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S, Red Wing,MN 55066 09/30/20 (651)327-0074
SBD-8330(R04/15)
3 BoringA< ❑ Bonng
❑� Pit Ground surface elev.99.50 ft. Depth to limiting factor >114 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FP
In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. E1ft11 'Eftl2
1 0-3 10YR 3/2 - I 2mgr mfr as 2f-vf 0.6 0.8
_
- 2 3-6 - "aggregate fill' - - dl as 1vf - _ -
3 6-17 10YR 5/6 - I-cl 2c-msbk mfi cw - 0.4 0.6
4 17-27 7.5YR 3/4 - s Osg loose cw - 0.7a 1.6a
5 27-114 10YR 5/6 - s Osg loose - - 0.7a 1.6a
'Horizon 2 hac 3•of crushed rock fill.Little to no fi ies were present end the underlying so's didn't show evidence of compactio t.Driveway has been gone for 30+year*per owner.
0 Boring4 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. •ERAt1 'EMr2
1
❑ Boring
5 Bonng M ❑ 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. 'Efi/1 'Effir2
•Effluent*1 =BOO. >30 5 220 mg/L and TSS>30 5 150 mg/L •Effluent x2=BOD.>30 5 220 mg/L and TSS>30 s 150 mg/L
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