1. Geotech Report - Pierce Marsh 30
    2. Geotech Report - Pierce Marsh 19
    3. Geotech Report - Pierce Marsh 22
    4. Geotech Report - Pierce Marsh 27

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    287
    495
    775
    1013
    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
    73
    75
    89
    98
    100
    90
    41
    45
    56
    55
    53
    48
    51
    49
    47
    45
    33
    34
    34
    33
    32
    31
    39
    30
    34
    25
    22
    22
    25
    24
    28
    25
    29
    30
    108
    109
    117
    122
    124
    116
    0
    0
    0
    0
    100
    34
    42
    25
    18
    19
    75
    16
    23
    Moist, soft to medium stiff gray & tan FAT
    CLAY
    w/trace of fine sand pockets
    w/few fine sand pockets
    Moist, stiff reddish-tan & gray FAT CLAY
    w/trace of fine sand pockets
    Moist, stiff reddish-tan & reddish-brown
    LEAN CLAY w/few fine sand pockets
    Moist, stiff tan & gray FAT CLAY w/few
    fine sand pockets
    Moist, stiff tan LEAN CLAY
    Moist, medium stiff gray & tan fine
    SANDY LEAN CLAY
    CH
    CH
    CL
    CH
    CL
    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
    0.50
    0.50
    0.50
    1.00
    1.00
    1.00
    2.00
    2.00
    2.00
    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 3 was drilled in 1 in. of water.
    LOG OF BORING AND TEST RESULTS
    See Text
    40.0 ft
    Date:
    H0048
    Water Depth:
    Total Depth:
    Project No:
    29.31822°
    -94.95842°
    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-3
    Longitude:
    Latitude:

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    Values shown have not been corrected.
    Shelby
    SPT