HomeMy WebLinkAbout171-23RECEIVED
T NOV 012023 .
Wisconsin Department of Commerce SOIL;f�df�i� -REPORT Bayey Co. Page of
Division of Safety and Buildings planning and Zoning Agency
in accordance with Comm 85, Wis. Adm. Code
County BAYFIELD
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 30709
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). '
Property Owner I Property Location 1-ri
ERIC SIRRINE Govt. Lot NE 1/4 NE 1/4 S 10 T 48 N R 5 E r W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
416 N 2ND AVE E
uny scare up uooe rnone ivumoer IuCity IJ Village LJTown Nearest Road
WASHBURN I WI 1 54891 I ( 218 ) 216-6381 WASHBURN i ONDOSSAGON
Q New Construction Uses Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
fl Replacement ® Public or commercial - Describe:
Parent material LACUSTRINE -_ Flood Plain elevation if applicable It
General comments HOLDING TANK OR MOUND
and recommendations: SYSTEM ELEVATION AT 100.6 ON 98.7 CONTOUR
DESIGN LOAD RATE _ .4 GPD/SQ. FT.
WOODED SITE TREES TO BE REMOVED STUMPS LEFT IN PLACE
Boring # ❑ Boring
a Pit Ground surface elev. 98.8 ft. Depth to limiting factor 14 in.
Soil Aoolication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/fF
'E11#1
Eff#2
1
0-5
2,5YR3/2
CL
3MGR
MVFR
CW
3M
.4
.6
2
5-14
2.5YR4/6
SICL
3MABK
MFR
CW
3C
.4
.6
3
14-16
2.5YR5/6
FIF2.5YR5/8
C
2CABK
MFR
CW
3C
.2
.3
4
16-24
2.5YR5/6
C
2CABK
MFI
-
3M
.2
.3
2 I Boring # ❑ Boring 98.8 13
ElPit Ground surface elev. ft. Depth to limiting factor in. Soil Aoolication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDRF
`Eff#1
Eff#2
1
0-6
2.5YR3/2
CL
3MGR
MVFR
CW
3M
.4
.6
2
6-13
2.5YR4/6
SICL
3MABK
MFR
CW
3C
.4
.6
3
13-15
2.5YR5/6
FIF5YR5/8
C
2CABK
MFR
CW
3M
.2
.3
4
15-23
2.5YR5/8
C
2CABK
MFI
-
2M
.2
.3
` Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD, c 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) CST Number
BRUCE W BLAKEMAN ZFUI Lv 4R- E%saLc{ir�t 708148
Address ' Date Evaluation Conducted Telephone Number
64903 CHARLES JOHNSON ROAD ASHLAND, WI 54806 10/16/2023 715-209-2569
Pd &7dot
Property Owner SIRRINE Parcel ID #
3 Boring # Boring 98.4
❑' Pit Ground surfaceelev. ft.
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDNF
'Eff#1
Eff#2
1
0-6
2.5YR3/2
CL
3MGR
MVFR
CW
3M
.4
.6
2
6-13
2.5YR4/6
SICL
3MABK
MFR
CW
3C
.4
.6
3
13-15
2.5YR5/6
FIF5YR5/8
C
2CABK
MFR
CW
3M
.2
.3
4
15-23
2.5YR5/8
C
2CABK
MFI
-
2M
.2
.3
RECEIVED
NOV 012023
30709 FIW* �arMZo"ft0�R v 2 of_3
NOge -
13
Depth to limiting factor in. Soil Applition Rate
❑ Boring # ❑ Boring
pit Ground surface elev. ft. Depth to limiting factor in.
Soil ADDli�rafin
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIfF
"Eff#1
*Eff#2
Q Boring
❑ Boring # Pit Ground surface elev. ft. Depth to limiting factor in.
Sail ADDIi�ratiDn Rata.'
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/fF
*Eff#1
*Eff#2
Effluent #1 = BOD5 > 30c 220 mg/L and TSS >30 ≤ 150 mg/L ' Effluent #2 = BOD5 ≤ 30 mg/L and TSS ≤ 30 mg/L
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RECEIVED
NOV 01 2023
PWV* arm zoning Agency
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