1. Geotech Report - Pierce Marsh 28
    2. Geotech Report - Pierce Marsh 19
    3. Geotech Report - Pierce Marsh 22
    4. Geotech Report - Pierce Marsh 27

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    201
    701
    215
    423
    0
    1
    2
    3
    4
    5
    6
    7
    8
    9
    10
    11
    12
    13
    14
    15
    16
    17
    18
    19
    23
    24
    28
    29
    33
    34
    38
    39
    71
    89
    89
    90
    94
    102
    41
    51
    53
    53
    50
    48
    35
    33
    34
    29
    40
    34
    42
    30
    46
    51
    32
    23
    28
    28
    29
    29
    31
    30
    24
    24
    32
    25
    107
    118
    119
    119
    121
    127
    0
    0
    0
    0
    72
    77
    73
    18
    22
    19
    54
    55
    54
    Moist, soft tan & gray FAT CLAY
    w/trace of fine sand pockets
    Moist, medium stiff to stiff tan & gray FAT
    CLAY w/trace of fine sand pockets
    Moist, soft to medium stiff reddish-tan &
    reddish-brown FAT CLAY
    Moist, stiff reddish-tan & gray fine SANDY
    LEAN CLAY
    Moist, stiff reddish-tan & reddish-brown
    FAT CLAY w/trace of fine sand pockets
    Moist, stiff gray, reddish-tan, & brown
    LEAN CLAY w/trace of fine sand pockets
    CH
    CH
    CH
    CL
    CH
    CL
    OB
    OB
    OB
    OB
    1A
    1B
    2A
    2B
    3A
    3B
    4A
    4B
    5A
    5B
    6A
    6B
    7A
    7B
    8A
    8B
    9A
    9B
    10A
    10B
    11A
    11B
    12A
    12B
    13A
    13B
    14A
    14B
    0.25
    0.25
    0.25
    0.50
    2.00
    1.00
    1.00
    0.50
    0.50
    1.00
    1.00
    1.00
    1.00
    1.00
    S
    P
    L
    R
    Visual Classification
    USC
    Sample
    Number
    Depth
    in Feet
    Density
    Dry
    pcf
    Wet
    pcf
    Shear Tests
    Atterberg Limits
    Other Tests
    Scale in
    Feet
    PP
    0
    5
    10
    15
    20
    25
    30
    35
    40
    45
    50
    SPT
    Symbol
    Water
    Content
    %
    Type
    C
    psf
    LL
    PL
    PI
    EUSTIS_GINT_LIBRARY_4-18-2022.GLB EE STANDARD BORING LOG H0048.GPJ 8/18/22
    Page 1 of 1
    NOTES: Boring B-1 was drilled in 6 in. of water.
    LOG OF BORING AND TEST RESULTS
    See Text
    40.0 ft
    Date:
    H0048
    Water Depth:
    Total Depth:
    Project No:
    29.31429°
    -94.96048°
    07/16/2022
    Ducks Unlimited, Inc.
    Pierce Marsh Beneficial Use
    Marsh Creation
    Phase 1
    North of West Bay Near Galveston Island
    Galveston County, Texas
    Boring: B-1
    Longitude:
    Latitude:

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    Values shown have not been corrected.
    Shelby
    SPT