30
NP
62
NP
98
18
20
92
NP
53
46
20
42
26
45
82
68
0.2
0
0
0
0
0.5
0.8
0.5/1.5
0
0
0
0
0
0
0
9
15
6
13
7
6
20
14
ST
ST
SS
SS
SS
SS
SS
ST
Fat CLAY, light brown, very soft, with many
shell fragments and plant roots and stems
shell hash with clay matrix, light brown to
light gray
CLAY with SILT, light brown with iron
staining
SAND with SILT, olive gray, very fine
grained, very loose, with shells 3.7'-12.1'
with clay
less clay
more clay
CLAY with SILT, dark gray, very soft
Clayey SAND, very fine grained, dark gray,
very loose, with shells 14.2'-15'
CLAY with SILT, dark gray, very soft, with
decaying vegetation (anoxic)
Bottom of borehole at 16.0 feet.
CH
SM
CL
SC
CL
0.24 3
DRILLING CONTRACTOR
QRI
LOGGED BY
Terri Russin
GROUND ELEVATION
9.3641 ft
NORTHING
13874727.27 ft
WEATHER
cloudy, rain delay, high 70s to low 80s, humid
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3574914.258 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Geoprobe 6620
TOTAL DEPTH
16 ft
AT TIME OF DRILLING
2.00 ft / Elev 7.36 ft
DATE STARTED
10/12/2013 8:12:00 AM
COMPLETED
10/12/2013 11:04:00 AM
15 MINUTES AFTER DRILLING
0.90 ft / Elev 8.46 ft
PLASTIC
LIMIT
PLASTICITY
INDEX
MINUS #200 SIEVE
CONTENT (%)
LIQUID
LIMIT
ATTERBERG
LIMITS
MOISTURE
CONTENT (%)
DRY UNIT WT.
(pcf)
FIELD TORVANE
(tsf)
POCKET PEN.
(tsf)
RECOVERY
(in)
SAMPLE TYPE
DEPTH