HomeMy WebLinkAbout042-1077-20-001
• VUiscinsin•Bepartfienf of'Safety and Professional Services
Division of Industry Services
y r, SOI E L AN REPORT Page 1 of 3
Q4r`
ST. CROIXn V~LAP EN1, in accordance with SF83 Wis-County St Croix
A~ p'fan on paper not less than 81 /2 x 11 inches in size. PlariOSt
include, but not limited to: vertical and horizontal reference point (BM), direction and Paroel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. G~j INti 7 I -Z
Please print all information. Re ' by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 2 Z3
Property Owner Property Location ■
Ronald R. Stewart Govt. Lot NW 1/4 NW 1/ S 28 T 29 N R 18 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
740 112th Street 6 4Z'■'
■ Town Nearest Road
City State Zip Code Phone Number [-]City Village
Roberts WI 54023 ( 7)15 749 3660 112th Street
New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material sandstone Flood Plain elevation if applicable ft.
General comments
and recommendations:
a Boring # 11 Boring
Pit Ground surface elev. 105' 7" ft. Depth to limiting factor 22 in.
Q
Soil ligtion 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 0-10 10YR3/3 SL 2mabk mfi cw if 0.6 1.0
2 10-22 5YR4/6 SL 2mabk mfi cw 2f 0.6 1.0
3 22-30 7.5YR6/4 Q p 10YR8/6 COS Osg m1 0.7 1.6
F2 Boring # ❑ Boring 95' 9" 24
Q Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication 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 0-12 10YR3/3 SL 2mabk mfi cw if 0.6 1.0
2 12-24 5YR3/4 SL smabk mfr cw if 0.6 LO
3 24-60 10YR4/6 fl p 10YR8/6 COS Osg ml 0.7 1.6
Effluent #1 = BOD > 30-< 220 mg/L and TSS >30:5 150 mg/L ' Effl = D5:5 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Dale R. Stewart 220879
Address Da 6Nyaluaton Conducted Telephone Number
757 107th Street 11/03/2014 715 479-9996
SBD-8330 (807/13)
Stewart, Ronald R. 2 3
Property Owner Parcel ID # Page of
a Boring # ❑ Boring 103'4" 28
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Applicati -Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10YR3/2 SL 2msbk mfr cw if 0.6 1.0
2 12-28 7.5YR4/6 SL 2msbk mfr cw if 0.6 1.0
3 28-48 7.5YR4/6 f2 d I0YR3/6 S Osg ml 0.7 1.0
❑ Boring # Boring
pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 *Eft#2
I
Boring
❑ Boring # Ground surface elev. ft. Depth to limiting factor in.
Pit Soil lication 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:E 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS S 30 mg/L and TSS < 30 mg/L
SBD-8330 (807/13)
N
3 b - Acre piq kt
L~ C Cl AIc: r~
i~ / -
G PA
T,4 C 3 n
i
.Ile
R~ r W11