18
17
25
21
59
66
43
38
43
35
73
48
89
58
0.75
0
0
0
1.8
0.7
0
1.2
0.25
0
0
0
0
0
0
0
9
16
9
21
21
20
9
24
ST
SS
ST
ST
ST
ST
SS
SS
Lean CLAY with SAND, light brown, very
soft, with sand seams 10'-14' and cracks
0'-10'
more sand, fine grained, light brown, with
clay layers
greenish gray, less clay
more clay, with roots 6'-10', clay layers
greenish gray
with rocks 10'-12'
more sand, fine grained, with clay layers
Bottom of borehole at 16.0 feet.
CL
0.20 8
DRILLING CONTRACTOR
QRI
LOGGED BY
Pete Herold
GROUND ELEVATION
9.3901 ft
NORTHING
13893473.06 ft
WEATHER
clear, 70s, light wind
GROUND WATER LEVEL
HOLE SIZE
8.25 inches
EASTING
3574109.484 ft
DRILLING METHOD
Hollow Stem Auger
DRILLING RIG MAKE/MODEL
Geoprobe 6620
TOTAL DEPTH
16 ft
AT TIME OF DRILLING
1.10 ft / Elev 8.29 ft
DATE STARTED
11/9/2013 12:20:00 PM
COMPLETED
11/9/2013 2:40:00 PM
15 MINUTES AFTER DRILLING
1.00 ft / Elev 8.39 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