33
22
61
5 93
94
27
57
29
32
29
27
67
89
2.75
0.8
0.6
0.9
1.5
1.1
0.75
1.2
1.2
1.1
0.2
1.0
12
22
11.5
16
14
15
12
10
ST
ST
ST
ST
ST
ST
SS
SS
Fat CLAY, light brown, soft, with trace
organics 0'-4'
firm
SILT, fine grained, light brown and greenish
gray, very soft, trace iron nodules
less clay, light brown, firm, with clay layers
more clay, greenish gray
Bottom of borehole at 16.0 feet.
CH
ML
0.41 3
DRILLING CONTRACTOR
QRI
LOGGED BY
Pete Herold
GROUND ELEVATION
13.219 ft
NORTHING
13887096.64 ft
WEATHER
overcast, 68, windy
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3569206.75 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Geoprobe 6620
TOTAL DEPTH
16 ft
AT TIME OF DRILLING
5.10 ft / Elev 8.12 ft
DATE STARTED
11/5/2013 7:15:00 AM
COMPLETED
11/5/2013 10:00:00 AM
15 MINUTES AFTER DRILLING
4.20 ft / Elev 9.02 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)
0
5
10