HomeMy WebLinkAbout002-1009-20-100 (2) 2L- O"S
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CST ?�
Wisconsin Depa rvices ^
.di�K I Pagel of 2
Division of Indus ZZ 5f G�f IW Dv
SOIL EVALUATION REPORT
MAY 31 2022 In accordance with SPS 385.Wis. Adm Code County
ST Croix
Attach complete sit i plan on paper not less than 8 1/2 a 11 inches in size Plan must include.
but not limited to:vertical fara�p,hpu�pf1,I�. e(,1grence poin (BM).direction and percent slope, Parcel I.D.
scale or dimensions.n Y�ifvn.' l arld distitnce to nearest road 002-1009-20-100(current)
muni y eve opment
Please pnnt air rmmmatlon. Rev/p/p,ed by 1�{!1-�-�--FL/I I DatJ�r
Personal infonnabon you provide may be used for secondary purposes(Pnvacy Law s 15 04(1)(m)) 4i K ' ! " Z-!i/ 1-/ g7- 'a--
Property Owner Property Location: /
Greg Schultz Govt. Lot NW % NE % S05 T 29 N R 16 W
Property Address Lot# Block# Subd. Name or CSM#
2259 CTY RD DD 01 CSM 12-3398 (Proposed lot 03)
City State Zip Code Phone Number ❑City 0 Village ❑� Town Nearest Road
Baldwin IWI 154002 I I I Baldwin I CTY RD DO
ID New Construction Use:El Residential/Number of bedrooms 3-4 Code derived design flow rate600 GPD
❑ Replacement 0 Public or commercial-Describe. _
Parent material Loess/silty deposits over dense sandy loam tilt(Freeon sil) Floodplain elevation if applicable NA ft. LO jt.L_ X
General comments and recommendations: Recommend minimum 14'sand-lift POWTS mound on 10000 contour with 0.4gpd/112 loading rate
LF=22-(Redoawnorpnac features)
❑ Boring
1 Boring# 0 Pit Ground surface elev 99.85 ft. Depth to limiting factor 32 in
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption 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 2f-msbk mfr cs 1m-vf 0.6 0.8
2 9-19 7.5YR 4/4 - scl 2mabk mfi gs 1 m-vf 0.4 0.6
3 19-32 7.5YR 5/4 - sl lcabk mfr-mfi cs 1vf 0.4 0.7
4 32-52 7.5YR 4/4 f2f 7.5YR 5/8 sl Om mvfi - - 0.2 0.6
•
❑ Boring
2 Boring# 0 Pit Ground surface elev.99.00 ft Depth to limiting factor 22 in.
Soil Application Rate
Honzon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu.Az Cont Color Gr Sz Sh •Eff#1 -Eff#2
1 0-10 10YR3/3 - I 2f-msbk mfr cs 1m-vf 0.6 0.8
2 10-22 7.5YR 5/4 - sd 2c-mabk mfi gw lm-vf 0.4 0.6
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3 22-34 7.5YR 4/4 f1f 7 5YR 5/8 8 10YR 6/1 SI 1 csbk mvfr gw - 0.4 0.7
4 34-46 7.5YR 4/4 f217.5YR 518 8 7.5YR 6/1 IS-sl 1 csbk mvfr - - 0.4 0.7
•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 541 CST Number
Ryan Bechel 1330832
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S, Red Wing,MN 55066 05/19/22 (651)327-0074
SBD-8330(R04/15)
❑ Boring
3 Boring# ❑� Pit Ground surface elev 100.00 It Depth to limiting factor 23 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 'Eff#2
1 0-8 10YR 3/3 - 1-sil 2f-msbk mfr cs 1 m-vf 0.6 0.8
2 8-17 10YR5/4 - sil 2fabk mfr gs 1m-vf 0.6 0.8
3 17-23 7.5YR 4/4 - Icl 2fabk mfi gw - 0.4 0.6
4 23-44 7.5YR 4/6 2f 5YR 5/8&10YR 5/1 sl Om 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. Si. Sh •EfI#1 'Eff#2
1
❑Boring
5 Boring# ❑Pit Ground surface elev ft. Depth to limiting factor_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 'Eff#2
•Effluent#1 = BOD. >30 s 220 mglL and TSS>30 s 150 mg/L 'Effluent#2=BOD, >30 s 220 mg/L.and TSS>30 s 150 mgiL
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