HomeMy WebLinkAbout010-1027-30-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page__ -ofZ~-
Division of Safety and Buildings
i dance with Comm 85, Wis...i4dm. Code CountyST CROIX
Attach complete site plan on pa r le in 8 1/2 x 11 inches in size. Plai~
a zont erence point (BM), direction and VA~ Parcel I.D. 010-1027#30-000
include, but not limited to: ve
AV l
percent slope, scale or di s orth w, and location and dist"~ o nVarest road.
S rint all information. 4 Q~3 !w~ TU Date
Personal information you provide may be used for secondary purposes (Privacy`L~a~ Z
Property Owner Prbpe on rl n.
SWAN MELSTROM & DIANE BLUM N NE 12 30 16
Govt. Lot 1/4 1/4 S T N R E (or) W
Pro rry Owner's Mailing Address Lot # Block # Subd. Name or CSM#
2681170TH AVE 1 CSM 01-0245 010-76 (p~C
C~'ty State Zip Code Phone Number ity QVillage ■ Town Nearest Road
EMERALD WI 54013 715-441-9844 EMERALD 170TH AVE
( )
N ction UseEj Residential / Number of bedrooms Code derived design flow rate tjUU GPD
. Replacement ® Public or commercial - Describe:
'PIM al UTWASH Flood Plain elevation if applicable ft.
f
General comments
`J, /v`ZUYtI~J
and recommendations: U
'pit
Ct~t GEC fir ert r~✓ (~5'C~ ~e
g
Boring # n Pit n Ground surface elev.92.67 ft. Depth to limiting factor 44
in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f>f
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10YR3/3 -0- SIL 2MSBK MFR W 2M .6 .8
10YR4/6 -0- IL 2MSBK MFR CW 1 .6
3 2T-1-0- 7.5YR4/6 C2D5YRSL4/4 SL 2MSBK MFR CW N/A .6 1.0
30-44 7.5YR4/6 SL WMSBK MFR NA/ N/A N/A /A
Boring # ❑ Boring 94.67 45
a R 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 0-12 10YR3/3 -0- SIL 2MSBK MFR GW 2M .6 .8
2 10YR4/6 -0- SIL MSBK FR CW 1F .6 .8
3 24- .5YR4/6 C2D5YRSL4/4 SL MSBK MFR CW N/A .6 .8
4 .5YR4/6 C2D5YRSL4/4 SL MSBK MFR N/A NA/ N/A N/A
* Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) SZnre CST Number
ROBERT HARDINA 824825
Address Date Evaluation Conducted Telephone Number
77 170TH AVE TURTLE LAKE 7-08-2013 715-986-2508
MELSTROM 010-1027-30-0000
Property Owner Parcel ID # Page of
a Boring # ® Boring 94.58 44
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 -13 10YR3/3 0- SIL 2MSBK MFR GW 2M 6 .8
2 - OYR4/6 0- SIL MSBK MFR CW IF .6 .8
3 .5YR4/6 C2D5YRSL4//4 SL MSBK MFR CW N/A 6 .8
4 26-44 .5YR C2D5YRSL4/4 SL MSBK MFR N/A N/A N/A N/A
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # H Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
11 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5 > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BODS 5 30 mg/- and TSS 5 30 mgA-
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need material in an altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SB13-8330Test (R.07/00)
HARDINA SEPTIC SYSTEMS
W /CST 824825
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