1. BORING NUMBER 13-B174
    alt
    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