1. Geotech Report - Pierce Marsh 35
    2. Geotech Report - Pierce Marsh 58
    3. Geotech Report - Pierce Marsh 19
    4. Geotech Report - Pierce Marsh 23
    5. Geotech Report - Pierce Marsh 27

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    565
    250
    739
    833
    1005
    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
    92
    92
    95
    89
    93
    36
    29
    27
    31
    30
    22
    29
    24
    22
    29
    27
    33
    33
    29
    29
    32
    23
    23
    33
    21
    26
    19
    27
    24
    29
    28
    28
    30
    119
    120
    122
    117
    120
    0
    0
    0
    0
    0
    66
    35
    75
    17
    14
    24
    49
    21
    51
    CON
    Moist, medium stiff to stiff gray & tan FAT
    CLAY w/trace of fine sand pockets
    Moist, stiff gray & tan LEAN CLAY
    Moist, soft gray & tan FAT CLAY w/few
    fine sand
    Moist, stiff gray & tan FAT CLAY w/trace
    of gravel
    w/organic matter
    Moist, stiff greenish-gray & gray LEAN
    CLAY w/trace of fine gravel
    Moist, medium stiff gray & tan FAT CLAY
    Moist, stiff red, gray, & tan FAT CLAY
    w/trace of fine gravel & organic matter
    Moist, medium stiff reddish-brown & gray
    FAT CLAY w/trace of concretions
    Moist, stiff reddish-brown & gray LEAN
    CLAY
    Moist, soft reddish-brown SILT W/SAND
    (fine)
    Moist, very stiff red & gray LEAN CLAY
    Moist, soft reddish-brown LEAN CLAY
    Moist, stiff reddish-brown FAT CLAY
    w/trace of fine sand pockets
    CH
    CH
    CL
    CH
    CL
    CH
    CH
    CH
    CL
    ML
    CL
    CL
    CH
    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
    1.00
    1.00
    1.00
    1.00
    1.00
    1.00
    1.00
    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 8 was drilled in 2 ft. of water.
    LOG OF BORING AND TEST RESULTS
    See Text
    40.0 ft
    Date:
    H0048
    Water Depth:
    Total Depth:
    Project No:
    29.30950°
    -94.96556°
    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-8
    Longitude:
    Latitude:

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    Tested By:
    BH
    Checked By:
    RR
    CONSOLIDATION TEST REPORT
    Cv
    (ft.2/day)
    0
    0.003
    0.006
    0.009
    0.012
    0.015
    Applied Pressure - tsf
    0.1
    1
    10
    Void Ratio
    0.40
    0.45
    0.50
    0.55
    0.60
    0.65
    0.70
    0.75
    0.80
    0.85
    0.90
    Natural
    Dry Dens.
    LL
    PI
    Sp. Gr.
    Pc
    Cc
    Initial Void
    Saturation
    Moisture
    (pcf)
    (tsf)
    Ratio
    99.5 %
    30.2 %
    92.5
    75
    51
    2.72
    3.8
    0.37
    0.825
    M, so r-br FT CL
    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-8
    Depth:
    27.5
    Sample Number:
    12B
    Figure

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