WI0501073_Permit (Issuance)_20210408 (4)

D
290.00 MW4
280.00
270.00
260.00
250.00
240.00
MW1
D
B18
XDispenser
Islands
B15B22814 B12 B19
B18 B11B20 810 B9
II�\
B5
D9
MW2
B16
i
LhCh\D
SAMPLE ID
DEPTHS
B18
7'-9'
B5
12'-14'
B16
8'-10'
SAMPLE ID
DEPTHS
B15
11'-13'
B22
8'-10'
B14
11'-13'
B18
7'-9'
B12
12'-14'
B11
11'-13'
B20
7'—g'
B 19
8' —10'
B10
11'-13'
B9
11'-13'
Lean Clay (CL)
Mostly medium stiff to stiff, orange/tan clay,
with some fine and coarse grained sand.
Clayey Sand (SC)
Mostly medium dense, fine and coarse
grained sand with medium stiff tan clay.
SAPROLITE
Mostly medium stiff, tan/gray saprolite
with characteristics of clay.
Estimated Extent of STG—MSCC Violation.
LOCATION OF BURIED UTILITIES
POTENTIOMETRIC SURFACE
SOIL BORING WITH
SAMPLE LOCATION
cos
EXTENT OF SOIL CONTAMINATION
ABOVE SOIL TO GROUNDWATER
MAXIMUM SOIL CONTAMINANT
CONCENTRATION
OUTER CASING
ESTIMATED EXTENT OF
GCL VIOLATION
stir -noted
xtents of
stg—MSCC
Violations
WELL ID
M 5 MW 1
Elevations are from a professional survey
conducted by Tim Newcomb Land Surveyors.
A detailed discussion of site geology along
with boring logs are included in the CSA
Report.
This drawing is a fence diagram. The
distances between wells do not correlate with
a straight line between the first and last well
of the cross section.
GROUND SURFACE
—TYPE II MONITORING WELL
SCREEN
SCREEN
TYPE III MONITORING WELL
GRAPHIC SCALE
HORIZONTAL: 1" = 40'
20 ■1 VERTICAL: 1" = 20'
VERTICAL
10' EXAGERATION X 2
NVESTIGATION
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FIGURE NO.
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CHECKED BY:
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PROJECT NO:
AS NOTED
Z
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0' 20' 40'