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` AUG 22 2017 SOIL EVALUATION REPORT y�
ST.CROIX COUNIOccwdance with SPS 385'Ws' Adm. Code CarntY 4 O p-ION 7- 7O. OI O
Attach complete site p� inches in size.Plan must include, St Cron !�
but not limited to:vertical and horizontal reference point ),direction and percent slope, , ' i I.D. s/
scale
or dimensions,north arrow,and location and distance to nearest road. ' r, • •— -=
Please print att information. Reviewed Dete
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1Xm)). , I Z L//}�
Property Owner Property Location /
Lorraine Jacobs Govt.Lot NE Y. NE V. S 20 T N R 8 E (or) W
Property Owners Mailing Address Lot a Block fi Subd. Name or GSM/
526 County Rd A 3
City State Zip Code Phone Number ❑city ❑Wage ®Town Nearest Road
Hudson I WI 154016 I (715)441-4291 I I Hudson I County Rd A
®New Construction Use:®Residemtiaal/Numberof bedrooms 3 Code derived design flow rale 450 GPD
0 Replacement ❑Public or conmercial—Describe: _
Parent material sanstone Flood Plan elevation if applicable ft.
General comments and recommendations: CST recommends highly effluent system due to dispersal zone size Corn crap had mpt been harvested at
the time of the soil evaluation. n a� — 6r^12 ./n /1
1 Boring/ ❑Ong
0 Pit Ground surface elev. 104'3"ft. Depth to limiting factor¢¢in. /
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff$1 'EfIa2
1 0-12 10YR3/2 SL 2M BK MFR CS 3M 0.6 1.0
2 12-30 10YR5/6 SL 2 M BK MFR CS 3F 0.6 1.0
3 30-66 10YR4/6 S 0 SG MVFR 0.7 1.6
❑Boring /
2 Boring
e 0 Pit Ground surface elev. 104'3-ft. Depth to limiting factor§4 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. •Efl/1 •Eft02
1 0-22 10YR3/2 SL 2 MBK MFR CS 2F 0.6 1.0
2 22-42 10YR3/6 S OSG MVFR CS 1M 0.7 1.6
3 42-64 7.5YR5/8 SCL 1 F BK MFR 0.2 0.3
•Effluent/1 =BOD,>30 s 220 mg/L and Tl,S> • r k,,, •Effluent!2=BOO, >30 5 220 mg/L and TSS>30 s 150 mg/L
CST Name(Please Print) Signature//Pr:
CST Number
Dale R.Stewart 220879
Address Date Evaluation Conducted Telephone Number
757 107.'St Roberts.WI 54023 08/19/2017 715 497-9996
SBD-8330(R04/15)
3 Boring a ❑Boring /
El Pit Ground surface elev. 105'5-ft. Depth to Inviting 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. 'OW 'Effa2
1 0-20 10YR2/2 SL 2 M BK MFR CW 2 F 0.6 1.0
2 20-40 10YR3/6 SL 1 M BK MFR CS 1 M 0.4 0.7
3 40-66 10YR5f6 SL 1 M BK MFR 0.4 0.7
Boring tM ❑Boring
0 Pit Ground surface elev._R. Depth to limiting factor_in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Monett Qu.Az.Cont.Color Gr.Sz.Sh. ,Efl/1 ,E1fx2
Boring a 0 Boring
❑ Pit Ground surface elev. R. Depth to linking factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. MunseU Qu.Az.Cont. Color Gr.Sz.Sh.
'Eff01 'Effa2
•Effluent a1 =BOO,>30 5 220 rrgt'L and TSS>30 5 150 mg/L •Effluent 1'2=BOO,>30 5 220 mg/L.and TSS>30 5 150 mg&L
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