HomeMy WebLinkAbout034-1061-90-000 (2) • �o CONZ) h..1 CSC ,d° � 6�'
Wisconsin Depart �1t1b Tety and Profes n(tal Se ces Page 1 of 2
Division of Industry ervices v '03 'ZQ.L
N� SOIL EVALUATION REPORT
+''`xeve)5t ce with SPS 385,Wis. Adm. Code County
Attach complete site plan n Dan 8 1/2 x 11 inches in size. Plan must include. ST Croix
but not limited to:vertical zontal reference point(BM).direction and percent slope. Parcel I D.
scale or dimensions.north arrow,and location and distance to nearest road 034-1061-95-000 8 034-1061-90-000(current; SM prop.)
Please print all information. 7ecjyy
DateaPersonal information you provide may be used for secondary purposes(Privacy Law.s. 15.04(1)(m)). (f NV I`1 'iOi�Vti
Property Owner Properly Location: Y !!!
Clemens Borntreger Govt.Lot: NE Y. SW Y. S 28 T 29 N R 15 W
Property Address Lot# Block# Subd. Name or CSM#
TBD 292ND ST (CSM proposed) a-
City State Zip Code Phone Number ❑City D Village ((Town Nearest Road
Wilson IWI 154027 I I I Springfield
j New Construction Use:❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑Public or commercial-Describe: `,
Parent material Loamy drift and/or loess over loamy till(Santiann il) Floodplain elevation if applicable NA ft.!���X
General comments and recommendations: Recommend minimum 20'sand4ift POWrS mound on 100.00 contour with 0 4gpdM2 loading rate
LF=16'(Redoaimorphic features) "Recommend linear loading rate kept at or below 6gpdRt due to pensistenliy weak soil structure"
1 Boring# 0 Boring
0 Pit Ground surface elev.101.25 ft. Depth to limiting factor 17 in.
1'
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 3/3 - I-sil 1 msbk ds-dsh cs 3c-vf 0.4c 0.6
2 9-17 10YR 5/4 - I 2fabk ds cs lc-vf 0.6 0.8
3 17-24 7.5YR 5/4 12d 7.5YR 5/8 8 10YR 6/1 SI 1 csbk mfr gs 1 f-vf 0.4 0.7
4 24-40 7.5YR 4/4 121 7.5YR 4/6 8 7.5YR 6/1 sl 1 csbk-Om mfi-mvfi - - 0.2 0.6
2 Boring# ❑Boring
0 Pit Ground surface elev.99.85 ft. Depth to limiting factor 17 in
A �*
� 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 0-10 10YR 3/3 - I-sil lmsbk-lmpl dsh cs 3c-vf 0.4c 0.6
2 10-17 10YR 5/3 - I 2mabk dsh Cs lc-vf 0.6 0.8
3 17-24 7.5YR 4/4 f2f 10YR 5/8 8 10YR 6/8 I 2mabk dh gs 1f-vf 0.6 0.8
4 24-33 7.5YR 4/4 fit 7.5YR 4/6 8 10YR 6/1 sl lcabk-0m dvh - lf-vf 0.2 0.6
•Effluent#1 =BOD, >30 5 220 mg/L and TSS>30 5 150 mg/L ffl nt#2=BOO. >30 s 220 mg/L and TSS>30 5 150 mg/L
CST Name(Please Pnnt) Signature Q CST Number
Ryan Bethel ''a^— 1330832
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S,Red Wing,MN 55066 10/19/22 (651)327-0074
SBD-8330(R04/15)
•
D Boring
3 Boring# 0 Pit Ground surface elev.99.00 ft Depth to limiting factor 16 in. •
()H�,, Soil Application Rate
orizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In Munsell Qu.Az.Cont.Color Gr. Sz.Sh. ,Effi1 ,Eff#2
1 0-9 10YR 3/3 - I 1 msbk ds cs 2c-vf 0.4 0.6
2 9-16 10YR 5/3 - I 2fabk ds cs 1c-vf 0.6 0.8
3 16-30 7.5YR 4/4 f3d 7.5YR 5/8 8 10YR 6/1 sl 1 msbk dsh gw 1 f-vf 0.4 0.7
4 30-44 7.5YR 4/4 fit 10YR 4/6 8 10YR 6/1 SI 1 csbk-Om dh - - 0.2 0.6
❑ Boring
4 Bonng# ❑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/FP
In. Munsell Qu.Az.Cont.Color Gr Sz. Sh •EflM1 ,EHi2
❑Bonng
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/Ftz
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 •Ef#2
'Effluent#1 =BOD. >30 s 220 mg/L and TSS> 30 5 150 mg/L •Effluent#2=BOD. >30 s 220 mg/L and TSS> 30 s 150 mg/L
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SOIL TEST LOCATIONS
CERTIFIED SURVEY MAP ICtily
PART OF THE SOUTHEAST QUARTER OF THE NORTHWES'
QUARTER AND PART OF THE NORTHEAST QUARTER OF
THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP
29 NORTH, RANGE 15 WEST, TOWN OF SPRINGFIELD, RECEIVED
ST. CROIX COUNTY, WISCONSIN.
OCT 2 4 2022
o ,=, St. Croix County
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