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    ~
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    Boring Designation PA108-01
    DRILLING LOG
    I DIVISION
    INSTALLATION
    I SHEET 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
    : Observational
    2. BORING DESIGNATION
    : LOCATION COORDINATES
    11.
    MANUFACTURER'S DESIGNATION OF DRILL
    o
    AUTO HAMMER
    PA108-01
    : X
    =
    10,417,084
    ft Y
    =
    685,386 ft
    Auger
    o
    MANUAL HAMMER
    3. DRILLING AGENCY
    :
    CONTRACTOR FILE NO.
    : DISTURBED
    : UNDISTURBED (UD)
    Coastal Tech
    I
    12.
    TOTAL SAMPLES
    I
    I
    I
    I
    I
    4. NAME OF DRILLER
    13.
    TOTAL NUMBER CORE BOXES
    Randy Parkinson
    14. ELEVATION GROUND WATER
    5. DIRECTION OF BORING
    I DEG. FROM
    I BEARING
    o
    [8J VERTICAL
    INCLINED
    : VERTICAL
    I
    I
    15. DATE BORING
    : STARTED
    : COMPLETED
    I
    I
    I
    05-13-05
    I
    05-13-05
    I
    I
    I
    I
    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
    6 Ft.
    18. SIGNATURE AND TITLE OF INSPECTOR
    8. TOTAL DEPTH OF BORING
    6.0
    Ft.
    C!
    a::w
    ELEV.
    (ft)
    0.0
    DEPTH
    (ft)
    "
    ...
    w
    w
    Z
    Depths and
    CLASSIFICATION
    elevations based
    OF MATERIALS
    on measured values
    R~C.
    0'"
    >(0.
    o~
    III~
    REMARKS
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    .
    ..
    ..
    ..
    ..
    ..
    ..
    ..
    ..
    .
    .
    .
    .
    .
    .
    .
    .
    .
    '-
    6.0
    .
    ..
    .
    .
    ..
    .
    .
    .
    I--
    I--
    -
    SAJ FORM 1836
    JUN 02
    Fine grained, quartz, SAND, with trace shell,
    yellow
    (10YR-7/6),
    (SP).
    End of Boring
    MODIFIED FOR THE FLORIDA DEP
    JUN04
    1
    Sample #1, Depth
    =
    0.0'
    -
    1.0'
    r--
    r--
    2
    Sample #2, Depth
    =
    5.0'
    -
    6.0'
    !-
    o
    I--
    5
    I--
    10
    I--
    15
    I-
    20
    25

    ;!
    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
    Startdard Sieve Sizes
    3f45f8
    5f16
    4 5
    7
    10
    14
    18
    25
    35
    45
    60
    80
    120 170200230
    Hydrometer
    100
    ~
    ---
    0
    90
    1--1"--
    10
    r-------
    80
    20
    70
    !,
    30
    -U
    :E
    <1>
    .Q>
    il
    60
    40
    ID
    a
    <1>
    ;;:
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    "
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    1\
    '"
    50
    a;
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    50
    !'1
    '<
    ::;;
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    0
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    0
    40
    60
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    ffi.
    ID
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    ~
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    f--,
    70
    \
    :r
    ~
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    20
    80
    ,
    ,
    ;
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    ;
    10
    f-
    \
    90
    ,
    ,
    ;
    )
    0
    r
    ,
    ,
    -t=.
    -~
    100
    ~
    100
    5
    10
    5
    1
    5
    0.1
    5
    0.Q1
    5
    0.001
    ;'
    Millimeters
    "
    ~
    i
    Gravel
    Sand
    1
    1
    Silt and Clay
    Coarse
    Fine
    Coarse
    Medium
    Fine
    ~
    Sample
    Symbol Elev.
    (tt)
    USCS
    %
    Fines
    1%
    Organics
    1%
    Carbonates Median Mean
    1
    Skew I Kurt I Sort
    Sample Information
    ~
    ~
    PA108-01 #1
    ~
    230-0:4
    200-0~
    0.80
    1
    11.90
    1.95
    I
    I
    I
    Project Name:
    Matagorda County
    Sand Search
    1.48
    -1.92
    5.81
    1.55
    I
    5
    Comments:
    Depths and elevations based on measured values
    Analysis
    Analyzed
    Date:
    By:
    05-31-05
    WJD
    .Il
    ~
    Easting (X, m):
    10,417,084
    ~
    Coastal Tech
    ,
    .
    COASTAL TECH
    715 North Drive Suite G
    Northing
    (y, m):
    685,386
    ~
    ~
    .,.,;,' ',,- _,.' Sec, H,L,''',,,,,
    Melb;hu3'2e{
    ~~o1i~~l52934
    Horizontal System:
    NAD 1927
    I
    ;
    ~
    Vertical System:
    Observational

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    PHI Sieve Sizes
    -4.25 -4
    Standard S.leve Sizes
    3/45/8
    100
    90
    80
    70
    60
    50
    40
    30
    20
    10
    0
    100
    5
    Gravel
    Coarse
    I
    -3
    -2.25 -2
    -1.5
    -1
    5116
    • 5
    7
    10
    10
    5
    Fine
    Coarse
    -0.5
    ,.
    18
    ,
    '5
    25 35
    1
    15
    45 60
    2
    2,5
    80
    120
    3
    170200230
    3.53.75 4
    1\
    I'
    \
    •.. ---
    I
    ~
    1
    5
    0,1
    5
    Millimeters
    Sand
    Medium
    I
    Fine
    ,
    ,
    Sample
    SymbollElev. (ft)1 USCS 1% Fines 1%
    Organics
    1%
    CarbonateslMedian Mean
    Skew 1 Kurt 1 Sort
    8
    0
    ----+-1
    1 SP
    ~tOO
    -
    O~~
    1
    1
    -1,83 111,371 0,63
    j
    PA108-01 #2
    OAO
    11AO
    2
    1,93
    ~
    230 - 0.6
    ,
    3"
    Comments:
    ,
    ~
    Depths and elevations based on measured values
    ,
    "
    n
    COASTAL TECH
    715 North
    Coastal
    Drive
    Tech
    Suite G
    ~
    ,
    "
    "
    <
    >
    <I
    15~.
    ;,,';" :,1
    ,:,,,"~. ~.·:I.
    ,",
    '.~ !"·:ll·-·~'·I'.·i
    L
    -I~'1
    .• 1"1 .
    Melbourne,
    ph3217511135
    fax
    Florida 32934
    Hydrometer
    I
    0
    10
    i
    20
    30
    E
    ,,"
    40
    ;;:
    m
    >-
    <Xl
    ~
    50
    m
    ro
    ~
    0
    U
    E
    60
    m
    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
    Eas1ing (X, m):
    10,417,084
    Northing (Y, m):
    685,386
    Horizontal System:
    NAD 1927
    Vertical System:
    Observational

    Granularmetric Report
    ~
    COASTAL TECH
    Depths and elevations based on measured values
    ,-' :"V,":,I
    c;,<
    :Xj',
    .~
    S:-:,!I'
    '-lYl'-'~
    [.,.1:".,1,)1:-
    c.:
    Project Name: Matagorda County Sand Search
    Sample
    Name: PA108-01 #1
    Coastal Tech
    715 North Drive Suite G
    Analysis Date:
    05-31-05
    Melbourne, Florida 32934
    Analyzed By: WJD
    ph 3217511135
    fax
    Eastillg (m):
    Northing (m):
    Coordinate System:
    Elevation (tt):
    10,417,084
    685,386
    UTM Zone 15
    uses:
    Munsell:
    Comments:
    Wet -
    10YR-7/6
    Dry Weight (9):
    Wash Weight (9):
    Pan Retained (9):
    Sieve Loss (%):
    Fi"~
    #200
    (%)\
    - 0.67
    ; I
    O~'";~
    (%)\
    r'""'""~
    (%)\ I
    Sh,lI,
    (%)\
    109.60
    109.60
    0.53
    0.00
    #230
    - 0.48
    0.80
    11.90
    Sieve Number
    Sieve Size
    Sieve Size
    Grams
    % Weight
    Cum. Grams
    C. % Weight
    (Phi)
    (Millimeters)
    Retained
    Retained
    Retained
    Retained
    5/8"
    -4.00
    16.00
    1.09
    1.19
    1.09
    11/16"
    -3.50
    11.31
    0.00
    0.00
    1.19
    1.09
    5/16"
    -3.00
    8.00
    4.63
    4.22
    5.82
    5.31
    3.5
    -2.50
    5.66
    1.69
    1.54
    7.51
    6.85
    4
    -2.25
    4.76
    0.71
    0.65
    8.22
    7.50
    5
    -2.00
    4.00
    1.26
    1.15
    9.48
    8.65
    7
    -1.50
    2.83
    1.63
    1.49
    11.11
    10.14
    10
    -1.00
    2.00
    1.70
    1.55
    12.81
    11.69
    i
    I
    14
    -0.50
    1.41
    1.66
    1.51
    14.47
    13.20
    i
    18
    0.00
    1.00
    1.36
    1.24
    15.83
    14.44
    :
    25
    0.50
    0.71
    1.23
    1.12
    17.06
    15.57
    )
    \
    ~
    35
    1.00
    0.50
    1.88
    1.72
    18.94
    17.28
    0
    iii
    45
    1.50
    0.35
    8.63
    7.87
    27.57
    25.16
    ~
    0
    "
    w
    60
    2.00
    0.25
    30.56
    27.88
    58.13
    53.04
    w
    1I
    ~
    80
    2.50
    0.18
    35.55
    32.44
    93.68
    85.47
    w
    0
    ~
    ~
    120
    3.00
    0.13
    12.70
    11.59
    106.38
    97.06
    ~
    w
    "
    170
    3.50
    0.09
    2.01
    1.83
    108.39
    98.90
    w
    ~
    I
    ~
    z
    ~
    a
    ~
    200
    3.75
    0.07
    0.48
    0.44
    108.87
    99.33
    230
    4.00
    0.06
    0.20
    0.18
    109.07
    99.52
    u
    g
    1
    a
    0:
    "
    ~
    ~
    I.
    a
    w
    ~
    0:
    \
    Q
    0:
    Phi5
    Phi 16
    Phi 25
    Phi 50
    Phi 75
    Phi 84
    Phi 95
    2.91
    2.48
    2.34
    1.95
    1.49
    0.63
    -3.07
    ~
    W
    ~
    I
    0:
    I
    ~
    L
    z
    ~
    ~
    Moment
    Mean Phi
    Mean mm
    Sorting
    Skewness
    Kurtosis
    Statistics
    1.48
    0.36
    1.55
    -1.92
    5.81
    "

    Granularmetric Report
    ~
    COASTAL TECH
    Depths and elevations