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    ~
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    0
    0:
    0
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    0
    0:
    Il.
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    13
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    LL
    Boring Designation PA99-01
    DRILLING LOG
    I DIVISION
    INSTALLATION
    ISHEET 1
    OF 1 SHEETS
    1. PROJECT
    9.
    SIZE AND TYPE OF BIT
    Matagorda County Sand Search
    10. COORDINATE SYSTEM/DATUM : HORIZONTAL
    : VERTICAL
    Matagorda County, Texas
    UTMZone 15
    : NAD 1927
    : ObselVational
    2.
    BORING DESIGNATION
    : LOCATION COORDINATES
    11.
    MANUFACTURER'S DESIGNATION OF DRILL
    o
    AUTO HAMMER
    PA99-01
    : X = 10,448,134 ft Y = 795,858 ft
    Auger
    o
    MANUAL HAMMER
    3. DRILLING AGENCY
    : CONTRACTOR FILE NO.
    : DISTURBED
    : UNDISTURBED (UD)
    Coastal Tech
    ,
    ,
    12.
    TOTAL SAMPLES
    ,
    ,
    ,
    ,
    4. NAME OF DRILLER
    13.
    TOTAL NUMBER CORE BOXES
    Randy Parkinson
    ,
    14. ELEVATION GROUND WATER
    5.
    181
    DIRECTION
    VERTICAL
    OF BORING
    :
    ,DEG.
    VERTICAL
    FROM
    ,
    ,
    ,BEARING
    : STARTED
    : COMPLETED
    15.
    DATE BORING
    o
    INCLINED
    ,
    ,
    ,
    05-14-05
    ,
    05-14-05
    ,
    ,
    ,
    ,
    6.
    THICKNESS OF OVERBURDEN
    0.0 Ft.
    16.
    ELEVATION TOP OF BORING
    Not Determined
    7.
    DEPTH DRILLED INTO ROCK
    N/A
    17.
    TOTAL RECOVERY FOR BORING
    7Ft.
    18.
    SIGNATURE AND TITLE OF INSPECTOR
    8. TOTAL DEPTH OF BORING
    7.0 Ft.
    c
    a:w
    ELEV.
    (ft)
    DEPTH
    Z
    w
    CLASSIFICATION OF MATERIALS
    R~C.
    0'"
    A.
    REMARKS
    (ft)
    C)
    Depths and elevations based on measured values
    X::s
    w
    0<
    0.0
    ...
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    ..
    ..
    ..
    ..
    ..
    ..
    .,
    ..
    .
    .
    .
    .
    .
    .
    .
    .
    .
    -
    .
    .
    .
    .
    .
    ..
    ..
    .
    .
    .
    7.0
    .
    .
    ..
    .
    I-
    -
    -
    SAJ FORM 1836
    JUN02
    Fine grained, quartz, SAND, yellow
    (10YR-7/6),
    (SP).
    End of Boring
    MODIFIED FOR THE FLORIDA DEP
    JUN04
    1111/1
    1
    Sample #1, Depth = 0.0' - 1.0'
    r--
    -
    2
    Sample #2, Depth = 6.0' - 7.0'
    -
    o
    -
    5
    -
    10
    t-
    15
    I-
    20
    25

    ,I
    ,
    ;(
    ;~:
    'j
    ,----~--
    ~
    to;
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    ~
    o
    fu
    ~
    it
    ~
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    ;'\
    15
    "
    '"
    w
    r-------
    ~
    ~
    PHI Sieve Sizes
    -4.25 -4
    -3
    -2.25 -2 -1.5
    -1
    .Q.5
    0
    0.5
    1
    1.5
    2
    2.5
    3
    3.53.75 4
    Standard Sieve Sizes
    3/45/8
    5/16
    4 5
    7
    10
    14
    18
    25
    35
    45
    60
    80
    120 170200230
    100
    90
    '"
    '\.,
    80
    \
    70
    n
    ~
    ~
    "
    60
    "
    ,r
    '"
    ~
    50
    OJ
    '<
    :;;
    40
    r-
    <5.
    '"
    "
    ,.
    30
    20
    10
    i't
    0
    100
    5
    10
    5
    1
    5
    J
    0.1
    5
    Millimeters
    Gravel
    Sand
    Coarse
    1
    Fine
    Coarse
    Medium
    Fine
    Sample
    I SymboljElev.(ft)1 USCS /%Fines
    10/0
    Organicsj% Carbonates
    1
    Median
    1
    Mean I Skew I Kurt I Sort
    PA99-01 #1
    1---+-1
    1
    SP
    ~~oo
    230
    -
    - 0.9
    '~d
    0.60
    1
    3.00
    1 2.59 1 2.55 1 -1.13 1 7.96 1 0.51
    Comments:
    Depths and elevations based on measured values
    Coastal Tech
    ~
    COASTAL TECH
    715 North Drive Suite G
    Melbourne, Florida 32934
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    --
    --
    ---
    Hydrometer
    0
    10
    20
    30
    :E
    f
    I
    40
    '"
    ~
    "
    50
    !!!
    '"
    0
    0
    E
    60
    m
    I
    m
    ~
    "-
    70
    80
    90
    100
    0.01
    5
    0.001
    Silt and Clay
    Sample
    Information
    Project Name:
    Matagorda County Sand Search
    Analysis Date:
    05-31-05
    Analyzed By:
    WJD
    Easting (X, m):
    10,448,134
    Northing
    (Y, m);
    795,858
    Horizontal System:
    NAD 1927
    Vertical System:
    Observational

    PHI Sieve Sizes
    -4.25 -4
    .3
    -2.25 -2 -1.5
    .1
    -0.5
    0
    0.5
    1.5
    2
    25
    3
    3.53.75 4
    Standard Sieve Sizes
    3/45/8
    5/16
    4 5
    7
    10
    14
    18
    25
    35
    45
    60
    80
    120 170200230
    Hydrometer
    100
    1\
    0
    90
    \
    10
    80
    1\
    20
    ;i
    70
    30
    -u
    1"
    ro
    .2'
    ro
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    60
    40
    ~
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    50
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    0
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    40
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    60
    c
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    '"
    I
    ~
    ~
    "-
    30
    :i
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    70
    ~
    §
    20
    :::
    ..
    \.
    80
    b
    10
    ------
    90
    w
    ~
    ~
    0
    S-
    h
    100
    ~
    Q
    W
    100
    5
    10
    5
    5
    0.1
    5
    0.01
    5
    0.001
    ~
    Millimeters
    ~
    ~
    Gravel
    Sand
    Q
    '"
    ~
    Silt and Clay
    Fine
    Coarse
    Medium
    Fine
    w
    ~
    :r
    ~
    1
    z
    ~
    0
    Sample
    uses
    Mean
    Skew
    Kurt
    Sort
    Sample Information
    u
    ~
    PA99.01 #2
    SP
    1.00
    6.60
    2.72
    -1.45
    11.15
    0.5
    Project Name:
    Matagorda County Sand Search
    Q
    oc
    0
    Comments:
    Analysis Date:
    05-31-05
    Q
    ~
    w
    ~
    i
    ~
    >
    w
    w
    '"
    Depths and elevations based on measured values
    Analyzed By:
    WJD
    Coastal Tech
    Eosting (X, m):
    10,448,134
    L
    COASTAL TECH
    715 North Drive Suite G
    Northing
    (Y, m):
    795,858
    ..
    _.
    ''':'''n-;,II'"":''''~'''~'Ti''',
    ::;,~.:il""l."l'.":
    !...I'''."r'''~
    Melbourne, Florida 32934
    Horizontal System:
    NAD 1927
    ph3217511135
    fax
    Vertical System:
    Observational
    :l:
    '~

    I
    Granularmetric Report
    ~
    COASTAL TECH
    Depths and elevations based on measured values
    . -
    £1~(:,II.~".!-:,
    ,"'T.
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    Project Name: Matagorda County Sand Search
    Sample
    Name: PA99-01 #1
    Coastal Tech
    715 North Drive Suite G
    Analysis Date: 05-31-05
    Melbourne, Florida 32934
    Analyzed By: WJD
    ph 321 751 1135
    fax
    Easting (m):
    I
    Northlog
    (m), 795,858
    Coordinate System:
    Elevation
    (tt):
    10,448,134
    UTM Zone 15
    uses:
    I MO"':et -
    10YR-7/6
    Comments:
    SP
    Ory Weight (g):
    Wash Weight {g}:
    Pan Retained (g):
    Sieve Loss
    (%):
    Flo" (%),
    ;
    I
    O,g"i~
    (%),
    I
    c,"",,,,,, ('/4
    I
    Sh,l[, (%),
    #200 - 1.27
    113.11
    113.11
    1.02
    0.00
    #230 - 0.90
    0.60
    3.00
    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
    0.16
    0.14
    0.16
    0.14
    18
    0.00
    1.00
    0.17
    0.15
    0.33
    0.29
    25
    0.50
    0.71
    0.29
    0.26
    0.62
    0.55
    35
    1.00
    0.50
    0.64
    0.57
    1.26
    1.11
    45
    1.50
    0.35
    1.39
    1.23
    2.65
    2.34
    60
    2.00
    0.25
    7.64
    6.75
    10.29
    9.10
    80
    2.50
    0.18
    37.90
    33.51
    48.19
    42.60
    120
    3.00
    0.13
    47.91
    42.36
    96.10
    84.96
    170
    3.50
    0.09
    14.09
    12.46
    110.19
    97.42
    200
    3.75
    0.07
    1.48
    1.31
    111.67
    98.73
    230
    4.00
    0.06
    0.42
    0.37
    112.09
    99.10
    Phi 5
    Phi
    16
    Phi 25
    Phi 50
    Phi 75
    Phi 84
    Phi 95
    3.40
    2.99
    2.88
    2.59
    2.24
    2.10
    1.70
    Moment
    Mean Phi
    Mean mm
    Sorting
    Skewness
    Kurtosis
    Statistics
    2.55
    0.17
    0.51
    -1.13
    7.96

    Granularmetric Report
    ~
    COASTAL TECH
    Depths and elevations based on measured values
    ..
    '-1.'/:,1 (,,..r,,;. ...
    !',
    ,..,
    S!"o:jl"'l"l~'~
    ~-r.B_.,,)r
    .
    Project Name: Matagorda County Sand Search
    Sample
    Name: PA99-01 #2
    Coastal Tech
    715 North Drive Suite G
    Analysis Date:
    05-31-05
    Melbourne, Florida 32934
    Analyzed By: WJD
    ph3217511135
    fax
    Easling (m):
    Northing (m):
    Coordinate System:
    Elevation (ft):
    10,448,134
    795,858
    UTM
    Zone 15
    uses:
    Munsell: