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Wisconso.Q a rnec#t of Safety and Professional Services ' ' I G 1 1 ' Page 1 of 3
1 Division Rces
SOIL EVALUATION REPORT
In accordance with SPS 385, Wis. Adm. Code Count, 96H 7FVEF40gM8 f
St Croix
Attach comp ejM p~~gpeTrot less than 8 1/2 x 11 inches in size. Plan must include, -
but not~i ~gt~yia, - h~9'pl 11'41 ference point (BM), direction and percent slope, Parcel I.D.
scale or~ iL ho frarrow, an `location and distance to nearest road. 4`47- 1076 ~y~ rV a
Please print all information. Revie d by Dat
Personal information you provide may be used for seconds purposes Priva Law, s. 15.04 1 m ,
Property Owner Property Location ❑
Dave Coyer Govt. Lot NW % NW S IT 29 R 18 E (or) W
Property Owner s Mailing Address Lot # Block # Subd. Name or CSM#
1122 76 th Av 2 1 '~~R Z 65z
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Roberts WI 54023 (651) 399-4023 Warren Z 80`" Av
® New Construction Use: ® Residential / Numberof bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe: p~►~D'
Parent material sandstone Flood Plan elevation if applicable I ft.
General comments and recommendations:
~ arG2- = a ~
1❑ Boring # ❑ Boring
® Pit Ground surface elev. 105 ft. Depth to limiting factor 75 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 *Eff#2
1 0-4 10YR2/2 SL 2 M BK MFR C S 2 M 0.6 1.0
2 4-13 10YR4/6 SL 2 M BK MVFR C S 1 F 0.6 1.0
3 13-75 10YR 4/6 S 0 SG ML 0.7 1.6
2❑ Boring # ❑ Boring
® Pit Ground surface elev. 105 ft. Depth to limiting factor 74 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 *Eff#2
1 0-8 10YR3/2 SL 2M BK MFRI C S 2 F 0.6 1.0
2 8-34 10YR5/8 SL 2 M BK MFR C S 1 F 0.6 1.0
3 34-74 7.5YR5/6 FS 0 SG MVFR 0.5 1.0
* Effluent #1 = BOD, > 30:5 220 m /L and TSS > 30:5 1 % / * .#2.=.BOD, > 30:5 220 m /L and TSS > 30!9 150 m /L
CST Name (Please Print) Signature CST Number
Dale R. Stewart 71q 220879
Address Date Ev uation Conducted Telephone Number
757107 1h Roberts, WI 54023 11./01/2016 715 497-9996
SBD-8330 (R04/15)
❑ Boring
F3 Boring # 1
® Pit Ground surface elev. 101 ft. Depth to limiting factor 74 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. *Eff#1 *Eff#2
1 0-12 10YR2/2 SL 2 M BK MFR C S 2 F 0.6 1.0
2 12-31 10YR516 SL 2 M BK MFR C S 1 F 0.6 1.0
3 31-74 10YR5/8 FS 0 SG MVFR 0.5 1.0
❑ Boring # ❑ 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. Sz. Sh.
*Eff#1 *Eff#2
❑ Boring # ❑ 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. Sz. Sh.
*Eff#1 *Eff#2
* Effluent #1 = BOD, > 30!5 220 mg/L and TSS > 30:5 150 mg/L * Effluent #2 = BOD, > 30<_ 220 mg/L and TSS > 30 5 150 mg/L
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