25
19
55
11
8
84
80
30
59
43
43
19
32
82
80
2.2
0.5
2.2
3.2
0
0
0
0.75
0
0.2
0.4
0
0
0
0
0
12
20
16
18
18
22
18
22
ST
ST
ST
ST
ST
SS
SS
ST
Fat CLAY, light brown, very soft, with roots
0'-2'
with trace iron staining
firm, with shell fragments 4'-6' and a trace of
sand in seams 4'-8', cracks 4'-6'
greenish gray and light brown mottled, very
soft
SAND with SILT, greenish gray, very loose
Clayey SAND, fine grained, greenish gray,
with clay layers, very loose
Lean CLAY with SAND, greenish gray, very
soft, with sand seams, organic odor 14'-16'
and cracks 14'-16'
Bottom of borehole at 16.0 feet.
CH
SP-
SM
SC
CL
0.68 5
DRILLING CONTRACTOR
QRI
LOGGED BY
Pete Herold
GROUND ELEVATION
12.072 ft
NORTHING
13886293.06 ft
WEATHER
cloudy, upper 40s, windy, clearing
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3569230.277 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Geoprobe 6620
TOTAL DEPTH
16 ft
AT TIME OF DRILLING
4.80 ft / Elev 7.27 ft
DATE STARTED
11/7/2013 7:38:00 AM
COMPLETED
11/7/2013 11:00:00 AM
15 MINUTES AFTER DRILLING
3.70 ft / Elev 8.37 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)