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Wisconsin De {- rvioes Page 1 of
•
Division of Industr r' \/J
SOIL EVALUATION REPORT
AUG 17 2020
In rdarxe with SPS 385,Ws. Adm. Crxle County
Attach complete sitplan on paperSt.Croix
p not less hen 8 1 x 11 inches in size.Plan must include,
but not limited to:vertical and hortiontaffdfari4n poi t(BM),tlirectio •. per :nt slo.:, Parcel I.D. est
scale or dimension norttl,effew_w'id ance to nearest .. • 008-1066-50 Ref#2576
Please print all Information. writ Rev' by ,/ - Date
Personal information you provide may be used for secondary purposes(•f� 7 /IPh, .. „ /L( I /ziZZ
Property Owner Property Location "`777 "` ❑
Garlend&Sharon Fregine Govt. Lot NE % NW '.. S 23 T 28 N R 16 E (or) W
Property Owner's Mailing Address Lot# Blodc# Subd.Name or CSM#
2548 251"Ave. Na Na Na
City State Zip Code Phone Number ❑City 0 Village ®Town Nearest Road
Woodville I WI 154028 I (715)684-2804 I I I Eau Galle 1250°St.
0 New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
0 Replacement 0 Pub/fl��or commercial-Describe:
Parent material Glacial driftl 4 r y' �CI,Ir Flood Plan elevation if applicable na ft.
General comments and recommendations: Sit d suitable for mound POINTS. Onsite verification completed with DSPS&St.Croix Co.Zoning personnel
Elizabeth Rudnicki&Kevin Grabow 5/20/2020. Recommended infiltrative surface elevation to be 101.00"at 24"above 99.00'contour.
❑ Boring
1 Boring#
® Pit Ground surface elev. 100.22 ft. Depth to limiting factor 15"in.
71I
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 •Eft#2
1 0-8 10yr3/3 none sil 2fgr mvfr cs 2vf,f 0.6 0.8
2 8-15 10yr5/4 none sil 2fsbk mvfr cw 2vf,f 0.6 0.8
3 15-30 7.5yr4/4 c2d 7.5yr5/8 sl 2msbk mvfr cw lvf 0.6 1.0
4 30-43 7.5yr4/4 m2p 7.5yr5/8 sicl lcsbk mfi - lvf 0.2 0.3
2 Boring# 0 Boring
®Pit Ground surface elev.96.05 ft. Depth to limiting factor a in.
44 y'' _
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az. Cont.Color Gr. Sz.Sh.
"Eff#1 'Eff#2
1 0-9 10yr3/3 none sil 2fgr mvfr cs 2vf,f 0.6 0.8
2 9-13 10yr5/4 none sil 2fsbk mvfr cw 2vf,f 0.6 0.8
3 13-17 10yr5/4 f2f7.5yr5/8 sil 2fsbk mvfr gw 1vf 0.6 0.8
4 17-25 10yr4/4 m2d 7.5yr5/8 sl lmsbk mvfr cw lvf 0.4 0.7
5 25-40 7.5yr4/4 m2d 7.5yr5/8 sit lcsbk mfi - - 0.2 0.3
•Effluent#1 =BOD,>30 s 220 mg/L aid TSS>30 150 mg/L �E yent#2=BOD,>30 5 220 mg/L and TSS>30 5 150 mg/t.
CST Name(Please Print) \Signatur � CST Number —
James K.Thompson / €ice , 30021
Address ate Evaluation Conducted(afar Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020-5413 , May 20,2020 (715)248-7787
SBD-8330(R04/15)
•
r — ❑Boring
• f 3 1 Boring* ®Pit Ground surface elev. 96 30 ft. Depth to limiting factor 14"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. ,EIf#1 'E1fx2
1 0-9 10yr3/3 none sil 2fgr mvfr cs 241 0.6 0.8
2 9-14 10yr5/4 none sil 2fsbk mvfr • cw 2vf,f 0.6 0.8
3 14-19 10yr5/4 f2f7.5yr5/8 sil 2fsbk mvfr cw 1vf 0.6 0.8
4 19-24 7.5yr4/4 m2d.5yr5/8 sl 2msbk mfr 6w 1vf 0.6 1.0
5 24-41 7.5yr4/4 m3d7.5yr4/6 sd lcsbk mfi - - 0.2 0.3
4 Boring* ®Boring
❑Pit Ground surface elev.96.72 ft. Depth to limiting factor 15'in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFF
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. ,ElM1 ,E1fr<2
1 0-9 10yr3/3 none sil 2f9r mvfr cs 2vf,f 0.6 0.8
2 9-15 10yr4/4 none sil 2f5bk mvfr cw 2vf,f 0.6 0.8
3 15-22 10yr5/4 f2d 7.5yr5/8 sil 2msbk mvfr - 1vf 0.6 0.8
❑Boring
Boring#
❑Pit Ground surface elev._ft. Depth to limiting factor Q 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. "E}f#1 'Eff#2
•Effluent#1 =BOD, >30 5 220 mg/L and TSS>30 s 150 mg/L -Effluent#2= BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L
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