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Division Industry Deportment
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I H� SOIL EVALUATION REPORT
Ih accordancektdh with SPS 385,WIs. Adm. Code STC CROIx
Attach camen-
bpeper7Solless than 841
x 11 es n size.Plan must include,
but notto:vertical and horizontal reference point(BM).direction end percent slope, Parcel I.D.
scale or diversions,north arrow,and location and distance to nearest road. Part 0(012-1 M0.50�Yi
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Personal Intonation you provide may be used for secondary purposes(Privacy Law,a.15.04(1)(m)). H �•(TLtfI.tLV�L•�/
Property Owner Property Location
MIKE PETERSON Govt.Lot SW Y. SW % S 17 T 30 N R 17 E (or) W
Properly Owner's Maine Address Lot Blocks Subd.Name or CSMS / �7
1539 150TM St proposed SW lot ()--(p /Qe
City State Zip Code Phone Number 0 city 0 V(tage ®Town Nearest Road
NEW RICHMOND I WI 154017 I (715)529-0671 1 I ERIN PRAIRIE I CTH'GG•
®New Consfirdlion Use:®Residential/Number of bedrooms 2 Code derived design flow rate IN GPD
❑Replacement ❑Public gr,4cxnmetaaal 1—Describe:
Parent material Glacial drift and Loess �tk�1T -)Pt-tec Flood Plan elevation if applicable N.A. ft --no,Q
G l cos nts and recommeppc�ations: Recommend a system elevation of 88.0
/DvytC• fee J .
1 I Boring i D Boring
®Pit Ground surface elev.94.5 ft. Depth to Inviting factor 119+in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Stnicbae Consistence Boundary Roots GPD/F12
In. Muneee Qu.Az Cont.Color Gr.Sz.Sh. •ESit •E1ft2
1 0-12 7.5YR 3/2 — I 21gr mfr gw 2f 0.6 0.8
2 12-15 7.5YR 413 — sil 2fabk mfr gb 2f 0.6 0.8
3 15-27 7.5YR 4/4 — sil 2fabk mfr dw if 0.8 0.8
4 27-52 7.5YR 4/6 — si lfabk mfr dw If 0.4 0.7
5 52-119 7.5YR 3/4 — - 948 0sg ml — — 0.7 1.6
❑Sod®2 Being i
0 Pit Ground surface elev.94.3 ft. Depth to limiting fact(122+In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FI
In. Mtuset Qu.Az.Cont.Color Gr.Sz.Sh. •Efft1 •Effi2
1 0-11 7.SYR 312 — I 21g4 mfr dw 2f 0.6 0.8
2 11-24 7.5YR 4/4 — sit 2fabk mfr dw 11 0.6 0.8
3 24-59 7.5YR 4/6 — sl tfabk mfr gw 1vf 0.4 0.7
4 59-122 7.SYR 3/4 — grs 0sg ml — — 0.7 1.6
•Effluent t1=BOO,>30 s 220 mg/L and TSS>30 s 150 •E M a2= ,>30 S 220 ngtL and TSS>30 s 150 m9f1..
CST Name(Please Print) Signelu CST Number
CHRIS FREDERICKS 71618
Address Date Eval ' ucted Telephone Number
499 4 1/2 AVE,CLAYTON,WI 54004 6/20/19 715-419-0127
St1D-6330(R04/15)
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3 Boring S ❑Boring
®Pit Ground surface a ev.103,1 ft Depth to limiting factor 106+in.
Soil Application Rale
Horizon Depth Dominant Color Redox Descripion Texture Structure Consistence Boundary Roots GPDIFP
In. Munsell Qu.Az.Cont Color Gr.Sz.Sh. ,E11f1 'E6/2
1 0-11 7.5YR 3/2 — I 2fsbk mfr gw 21 0.8 0.8
2 11-23 7.5YR 4/4 — all 2fabk mfr dw 1m 0.6 0.8
3 23-48 7.5YR 4/6 Hd 7.SYR 5M sa 2fabk ruin Ow 1f 0.4 0.7
4 48-108 7.5YR 3/4 f1 f 7.5YR 416 3 agIS Om ml - - 0.7 1.6
Qf 7.5YR 5/3
s ❑Boring
Boning
❑Pit Ground surface elev. lt. Depth to limiting factor_in.
Sod AppYraOon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFt2 _
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *OM 'E1tdt2
Boringe 0 Boring
❑Pit Ground surface elev. It. Depth to limiting factor_in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. MunseN Qu.Az.Cant Color Gr.Sz.Sh. 'Eftdt 'EMf2
•Etiluent 11 •BOO,>30 s 220 mglt.and TSS>30 s 150 mg/L 'Effluent tit=BOO,>30 s 220 mg/L.and TSS>30 s 150 mg/L
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