1. Geotech Report - Pierce Marsh 29
    2. Geotech Report - Pierce Marsh 19
    3. Geotech Report - Pierce Marsh 22
    4. Geotech Report - Pierce Marsh 27

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    239
    74
    2131
    1008
    1077
    797
    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
    93
    85
    102
    99
    101
    92
    43
    49
    36
    29
    33
    37
    35
    36
    41
    34
    35
    35
    24
    25
    25
    26
    28
    28
    25
    26
    31
    31
    23
    23
    24
    27
    27
    31
    120
    116
    127
    125
    124
    120
    0
    0
    0
    0
    0
    0
    70
    43
    66
    37
    19
    16
    20
    20
    51
    27
    46
    17
    CON
    Moist, soft gray LEAN CLAY w/few fine
    sand pockets
    Moist, very soft to soft gray & tan FAT
    CLAY w/few fine sand pockets &
    concretions
    Moist, soft gray LEAN CLAY w/few
    concretions
    Moist, soft gray LEAN CLAY w/few fine
    sand pockets
    Moist, stiff to very stiff gray, reddish-tan,
    & brown FAT CLAY w/trace of fine sand &
    concretions
    Moist, stiff reddish-tan FAT CLAY w/few
    fine sand pockets & lenses
    Moist, stiff reddish-brown FAT CLAY
    w/trace of fine sand pockets
    Moist, stiff tan & gray fine SANDY LEAN
    CLAY w/few concretions
    Moist, medium stiff reddish-brown & gray
    fine SANDY LEAN CLAY
    CL
    CL
    CL
    CL
    CH
    CH
    CH
    CL
    CL
    OB
    OB
    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
    0.50
    0.25
    0.25
    0.25
    1.00
    1.00
    2.00
    2.00
    2.00
    1.00
    1.00
    0.50
    0.50
    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 2 was drilled in 1 ft. of water
    LOG OF BORING AND TEST RESULTS
    See Text
    40.0 ft
    Date:
    H0048
    Water Depth:
    Total Depth:
    Project No:
    29.30847°
    -94.96260°
    07/17/2022
    Ducks Unlimited, Inc.
    Pierce Marsh Beneficial Use
    Marsh Creation
    Phase 1
    North of West Bay Near Galveston Island
    Galveston County, Texas
    Boring: B-2
    Longitude:
    Latitude:

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    Tested By:
    BH
    Checked By:
    RR
    CONSOLIDATION TEST REPORT
    Cv
    (ft.2/day)
    0
    0.004
    0.008
    0.012
    0.016
    0.02
    Applied Pressure - tsf
    0.1
    1
    10
    Void Ratio
    0.4
    0.5
    0.6
    0.7
    0.8
    0.9
    1.0
    1.1
    1.2
    1.3
    1.4
    Natural
    Dry Dens.
    LL
    PI
    Sp. Gr.
    Pc
    Cc
    Initial Void
    Saturation
    Moisture
    (pcf)
    (tsf)
    Ratio
    98.1 %
    40.9 %
    79.6
    70
    51
    2.72
    0.6
    0.57
    1.133
    M, so g FT CL w/ tr si
    CH
    H0048
    DUCKS UNLIMITED, INC., RICHMOND, TEXAS
    DUCKS UNLIMITED, INC. - PIERCE MARSH BENEFICIAL USE MARSH CREATION,
    PHASES 1 AND 2,
    MATERIAL DESCRIPTION
    USCS
    AASHTO
    Project No.
    Client:
    Remarks:
    Project:
    Source of Sample:
    B-2
    Depth:
    5
    Sample Number:
    3B
    Figure

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