HomeMy WebLinkAbout002-1049-20-000
Departure r-VVE OIL EVALUATION REPORT #2561
` e 1 of 3
s;) Safety ali in accordance with Comm 85, Wis. Adm. Code Page
m Septic Service
Professional ~
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County
Attach complete site plan on paper not less tha~(~,' winches in size. t St. Croix
include, but not limited to: vertical~c~t~dN1>httf8rence point (BM), directio an 111. D.
percent slope, scale or dimert3i~rti orth arrow, and location and distance to ne t ro 00 4920000
Please print all information. evi ed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). II `
Property Owner Property Location
Udder Lee Dairy Govt. Lot n/a NE1/4, NE1/4, S21, T29N, R16
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
878 240th St. n/a n/a N/A
City State Zip Code Phone Number City Village ( Town Nearest Road
Baldwin WI 54002 Baldwin 240Th Street
E New Construction Use:' Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
] Replacement L1 Public or commercial -Describe:
Parent material loess Flood plain elevation, if applicable n/a ft.
General comments 20 acre parcel. Recommend long narrow mound system along 952 contour with deep chisel plowing.
and recommendations: K/J ALT eokvxle~
d n
❑ Boring # Z Boring
0 Pit Ground surface elev. 95.2 ft. Depth to limiting factor 14 in. Soil Application Rate
EHodzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2
0-10 10yr3/2 none sil 2msbk mvfr as 2f 0.6 0.8
10-14 10yr5/3 none sil lmpl mvfr Cw if 0.4 0.6
3 15-21 10yr4/4 f2-3d 10yr7/2 A 2msbk mfr Cw - 0.6 0.8
7.5yr5/8
4 21-32 7.5yr4/4 c2 3p 5%8 /2 sil 2msbk mfr Cw - 0.6 0.8
32-46 7.5r4/6 m3p 10yr7/2 sil lmsbk mfr - - 0.4 0.6
5 Y Y 7.5yr5/8
, --r-F
F2 ] Boring # Boring
Pit Ground surface elev. 95.0 ft. Depth to limiting factor 16 in. Soil Application Rate
F n Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `Eff#2
0-11 10yr3/2 none sil 2msbk mvfr as 2f 0.6 0.8
11-16 10yr5/3 none sil 1mpl mvfr Cw if 0.4 0.6
16-21 10yr4/4 7.i0yr5yr5/8 7/2 sil 2msbk mfr Cw 0.6 0.8
21-30 7.5yr4/4 c2-3p yr5/8 /2 sil 2msbk mfr - - 0.6 0.8
" Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS S30 mg/L
CST Name (Please Print) Signature: CST Number
Tom Gustum &44~ 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St. New Auburn, WI 54757 10/30/2012 715-658-1344
SBD-8330 (R.07/00)
Property Owner Udder Lee Dairy Parcel ID # _002104920000 Page 2 of 3
3]L Boring
F Boring # [ Ji Pit Ground surface elev. 95.0 ft. Depth to limiting factor
16 in. Soil Application Rate
l--
HDepth Dominant Color Redox Description Texture Structure Consistence
Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eti#1 *Eff#2
1 0-10 10yr3/2 none sil 2msbk mvfr as 2f 0.6 0.8
2 10-16 10yr4/4 none sil 2msbk mvfr CW if 0.6 0.8
3 16-21 10yr4/6 f2-3d 10yr7/2 sil 2msbk mfr CW -
7.5yr5/8 0.6 0.8
4 21-30 7.5yr4/4 c2-3p 10 A 2msbk mfr - -
c2-73p 0.6 0.8
LILL=
l Boring
F-1 I Boring # 1 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/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 *Eff#2
F-1 L-1 I 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfP#1 •Eff#2
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
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SBD-8330 (R.07/00) Gustum Septic Service
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