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Wisconsin De o nd Professional Services
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SOIL EVALUATION REPORT Page I of 3
t1 in accordance with SPS 383 ilft.-Adm: Code
county St Croix
Atta Cp j%gD tfaper not less than 81/2 x 11 inches in size. Plan must
indu b ip{ 1% horizontal reference point (BM), direction and Parcel I.D. Lj /L T
or lmensions, north arrow, and location and distance to nearest road. T 4- Q7 26- OZ
Please print all information. Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Zby
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Properly Owner Properly Location
Ronald R. Stewart Govt. Lot I NW 1/4 1/4 S T 29 N R 18 E (or)❑W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
740 112th Street Z -5r^ 2-7- wZ7
City State Zip Code Phone Number [:]Village ■ Town Nearest Road 7
Roberts WI 54023 ( 7)l5 749 3660 War= 112th Street
Q New Construction UseE] Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement FiPublic or commercial - Describe:
Parent material sandstone Flood Plain elevation if applicable ft.
General comments part of government lot #1
and recommendations:
Boring # 11 Boring
a Pit Ground surface elev. 99' 1" ft. Depth to limiting factor 19 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -Eff#2
1 0-6 10YR3/3 SL 2msbk mfr cw 2f 0.6 1.0
2 6-19 7.5YR4/6 SCL Ifsbk mvfr cs 2m 0.4 0.7
3 19-36 7.5YR5/6 fl d 5YR5/8 spots/streaks SCL 2msbk mfr 2c 0.4 0.6
F21 Boring # ❑ Boring 97' 42
0 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-8 10YR3/3 SL 2msbk mfr cw if 0.6 1.0
2 8-42 7.5YR4/6 S Osg ml cw if 0.7 1.6
3 42-48 10YR4/6 f2 d 5YR5/8 spots/streaks SCL 2msbk mfr 0.4 0.6
Effluent #1 = BODS > 30:5 220 mg/L and TSS >30:5 150 mg/L t - W,:5 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature - CST Number
Dale R. Stewart 220879
Address a e Evaluation Conducted Telephone Number
757 107th Street 11/03/2014 715 497 9996
SBD-8330 (R07/13)
1
Property Owner Stewart, Ronald R. Parcel ID # Page 2 of 3
F-3 Boring #Lj Boring 93 11" Q Pit Ground surface elev. ft. Depth to limiting factor 34 J
in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-7 10YR3/3 SL 2msbk mfr cw 21' 0.6 1.0
2 7-34 7,5YR3/4 SL lmsbk mvfr cw 2m 0.4 0.7
3 34-50 7.5YR5/6 f2 f 5YR3/4 spots S Osg ml 0.7 1.6
❑ Boring # ❑ Boring
11 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring
❑ Boring # Ground surface elev. ft. Depth to limiting factor in.
D Pit
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BODS < 30 mg/- and TSS < 30 mg/L
SBD-8330 (A07/13)
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