16
28
10
56
43
100
98
26
84
37
27
26
23
105
73
50
40
46
54
-
0.2/0.1
0.1
0.1/0.7
0.3/2.7
0.7/1.6
1.3
1.2
0.5
0/0.1
0
0/0.1
0/0.2
0/0
0
0
11
20
5
19.5
22
21
14
11
ST
ST
SS
ST
ST
ST
ST
ST
Clayey SAND, sand is very fine grained,
light brown, very loose, with plant stems and
roots
olive gray, with shell fragments, with cracks
3.5'-5'
Fat CLAY, olive gray, very soft
olive gray to black/dark gray, anoxic with
rotting vegetative matter
yellow orange with iron grains mixed in
light brown, laminated, with roots and some
iron grains, sand layers are very fine grained
sand
dark gray
Bottom of borehole at 16.0 feet.
SC
CH
0.18 1
DRILLING CONTRACTOR
QRI
LOGGED BY
Terri Russin
GROUND ELEVATION
9.6424 ft
NORTHING
13876696.88 ft
WEATHER
partly cloudy, 80s, humid, slight breeze
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3575260.997 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Geoprobe 6620
TOTAL DEPTH
16 ft
AT TIME OF DRILLING
2.50 ft / Elev 7.14 ft
DATE STARTED
10/12/2013 2:35:00 PM
COMPLETED
10/12/2013 4:54:00 PM
15 MINUTES AFTER DRILLING
1.12 ft / Elev 8.52 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
(ft)