1. Geotech Report - Pierce Marsh 34
    2. Geotech Report - Pierce Marsh 19
    3. Geotech Report - Pierce Marsh 23
    4. Geotech Report - Pierce Marsh 27
    alt
     
    1211
    282
    392
    1094
    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
    97
    94
    104
    100
    45
    35
    24
    23
    23
    30
    27
    28
    26
    32
    29
    31
    30
    26
    25
    29
    33
    33
    34
    23
    31
    28
    27
    30
    25
    31
    28
    124
    122
    128
    125
    0
    0
    0
    0
    57
    77
    40
    19
    20
    19
    38
    57
    21
    Moist, soft gray & tan FAT CLAY w/few
    fine sand pockets
    Moist, stiff tan & light gray FAT CLAY
    w/few concretions
    w/trace of fine sand pockets
    & concretions
    Moist, stiff gray & reddish-tan FAT CLAY
    w/trace of concretions
    Moist, soft tan & gray FAT CLAY w/few
    gravel
    Moist, stiff reddish-tan FAT CLAY w/trace
    of fine sand pockets & concretions
    Moist, medium stiff tan & gray FAT CLAY
    w/few fine gravel
    Moist, soft reddish-tan & gray FAT CLAY
    w/few concretions
    Moist, soft tan FAT CLAY w/few fine sand
    pockets
    Moist, medium stiff to stiff reddish-tan &
    gray FAT CLAY w/few fine sand pockets &
    lenses
    w/concretions
    Moist, medium stiff tan & gray LEAN CLAY
    CH
    CH
    CH
    CH
    CH
    CH
    CH
    CH
    CH
    CL
    OB
    OB
    OB
    OB
    1A
    1B
    2A
    NS
    3A
    3B
    4A
    4B
    5A
    5B
    6A
    6B
    7A
    7B
    8A
    8B
    9A
    9B
    10A
    10B
    11A
    11B
    12A
    12B
    13A
    13B
    14A
    14B
    1.00
    1.00
    1.00
    1.00
    1.00
    1.00
    1.00
    1.00
    1.00
    0.50
    1.00
    1.00
    1.00
    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 7 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:
    29.30798°
    -94.97175°
    07/18/2022
    Ducks Unlimited, Inc.
    Pierce Marsh Beneficial Use
    Marsh Creation
    Phase 1
    North of West Bay Near Galveston Island
    Galveston County, Texas
    Boring: B-7
    Longitude:
    Latitude:
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
     
    Values shown have not been corrected.
    Shelby