en
    Il.
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    C!i
    DRILLING LOG
    DIVISION
    1. PROJECT
    Matagorda County Sand Search
    Matagorda County, Texas
    MC02
    11. MANUFACTURER'S DESIGNATION OF DRILL
    2. BORING DESIGNATION
    MC02
    12 ft
    3" Dia Vibracore
    3.
    I DEG. FROM
    : VERTICAL
    6. THICKNESS OF OVERBURDEN
    0.0 Ft.
    7. DEPTH DRILLED INTO ROCK
    N/A
    8. TOTAL DEPTH OF BORING
    10.4 Ft.
    CI
    I BEARING
    I
    I
    if]
    CLASSIFICATION OF MATERIALS
    : DISTURBED
    I
    12. TOTAL SAMPLES
    ffl
    Depths and elevations based on measured values
    REMARKS
    ...
    Organic CLAY, sandy, quartz from 1.7'-4.0'
    dark brown
    (10YR-4/3),
    shelly from 4.5'-7.5',
    dark gray
    (1
    OYR-4/1),
    gradational contact,
    dark gray (1
    OYR-4/1),
    (OH).
    Inorganic, plastic, CLAY, redish brown
    (2.5YR-4/4)
    , (CL).
    End of Boring
    Sample #1, Depth
    =
    0.5' - 0.8'
    SHEET 1
    OF 1 SHEETS
    COMPLETED
    05-12-05
    10
    15
    ~~~~~~~~~~~~~~~~~~~~~~~~~--~~~----------------------------------~25
    SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
    JUN 02
    JUN 04

    "
    MC02
    --1
    1

    PHI Sieve Sizes
    -4.25 -4
    -3
    -2.25 -2 -1.5
    .1
    -0.5
    0
    0.5
    1
    1.5
    2
    2.5
    3
    3.53.75 4
    Standard Sieve Sizes
    3/45/8
    5f16
    4 5
    7
    10
    14
    18
    25
    35
    45
    60
    80
    120 170200230
    Hydrometer
    100
    ""'I'l
    0
    90
    10
    80
    20
    70
    30
    m
    g
    "U
    60
    40
    E
    f
    0l-
    e-
    ~
    "
    s.
    OJ
    50
    \
    :;;
    ~
    \
    50
    ~
    lD
    ro
    '<
    0
    :<
    ()
    <E'
    m
    40
    60
    1':
    m
    ~
    ~
    I-
    m
    Cl.
    :1
    \
    30
    \
    70
    20
    80
    ;
    ,
    ,
    ,
    ,
    ,
    ri
    0
    0
    10
    0
    100
    5
    10
    5
    1
    5
    J
    0.1
    5
    0.01
    5
    0.001
    90
    100
    Millimeters
    ~
    ~
    ~
    Gravel
    Sand
    [
    Silt and Clay
    ~
    Coarse
    Fine
    Coarse
    Medium
    Fine
    ~
    Sample
    Symbol!Elev.
    (ft)1
    uses
    %
    Fines % Organics
    §o
    carbonate1Median
    Mean Skew
    Kurt
    Sort
    Sample Information
    l
    §
    MC02 #1
    --+-1 0
    .
    8' I SP
    ~~oo
    230
    .
    -0.5
    '~~
    0.80
    I
    3.70
    I 2.89
    2.89
    .2.04 16.12
    0.39 Project Name:
    Matagorda County Sand Search
    ,
    5
    Comments:
    Analysis Date:
    05-31-05
    ~
    Depths and elevations based on measured values
    !
    Analyzed By:
    WJD
    Easting (X, m):
    10,446,137
    r
    Coastal Tech
    ,
    i
    ~
    COASTAL TECH
    715 North Drive Suite G
    Northing
    (Y, m):
    788,412
    Melbourne, Florida 32934
    i
    ....
    :,.~·:,1
    ,--:,,<
    :-:'T"~
    ';O'dl'.'
    10"1'.'; I_<,(.,;,!
    ph3217511135
    Horizontal System:
    NAD 1927
    fax
    Vertical System:
    MWL (est.)
    .11
    ~

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    !
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    00
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    ~
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    W
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    ~
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    w
    ~
    ~
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    Granularmetric Report
    ~.
    COASTAL TECH
    Depths and elevations based on measured values
    Ce-.,);:;';,l
    Ci,~c<:'J.,
    Ii
    S!!(jW-.t!'l~·';
    Ld~;c'I,1r",";
    Project Name: Matagorda County Sand Search
    Sample
    Name: MC02 #1
    Coastal Tech
    715 North Drive Suite G
    Analysis Date:
    05-31-05
    Melbourne, Florida 32934
    Analyzed By: WJD
    ph3217511135
    fax
    Easting (m):
    Northing (m):
    Coordinate System:
    Elevation
    (ftl:
    10,446,137
    788,412
    UTM Zone 15
    0.8' MWL (est.)
    uses:
    I MC"':et _
    10YR-7/6
    Comments:
    SP
    Dry Weight (g):
    Wash Weight (9):
    Pan Retained (g):
    Sieve Loss (%):
    Fio" (%),
    ~
    I
    O",,"I~
    (%),
    I
    C,""'",,, (%),
    ISh""
    (%),
    #200 -1.23
    98.26
    98.26
    0.56
    0.00
    #230 - 0.57
    0.80
    3.70
    Sieve Number
    Sieve Size
    Sieve Size
    Grams
    % Weight
    Cum. Grams
    C. % Weight
    (Phi)
    (Millimeters)
    Retained
    Retained
    Retained
    Retained
    5/8"
    -4.00
    16.00
    0.00
    0.00
    0.00
    11/16"
    -3.50
    11.31
    0.00
    0.00
    0.00
    0.00
    5/16"
    -3.00
    8.00
    0.00
    0.00
    0.00
    0.00
    3.5
    -2.50
    5.66
    0.00
    0.00
    0.00
    0.00
    4
    -2.25
    4.76
    0.00
    0.00
    0.00
    0.00
    5
    -2.00
    4.00
    0.00
    0.00
    0.00
    0.00
    7
    -1.50
    2.83
    0.00
    0.00
    0.00
    0.00
    10
    -1.00
    2.00
    0.00
    0.00
    0.00
    0.00
    14
    -0.50
    1.41
    0.00