1. FCI388a
     
    14
    26
    5
    2
    2
    2
    WOH
    2
    1
    47
    11
    FILL: SAND, very loose to loose, with shell
    fragments
    - with clay pockets, 4.5' to 8'
    FILL: SANDY CLAY, very soft, greenish gray, with
    sand seams and shell fragments
    CLAY, very soft, olive gray
    SILTY SAND, medium dense to dense, greenish
    gray, with shell fragments
    - with clay pockets and seams below 38'
    62
    90
    34
    100
    20
    74
    12.0
    23.5
    27.0
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 4, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 6'
    WET ROTARY: 6' to 400'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. WOH: Weight of Hammer.
    3. NR: Not Recorded.
    4. Boring coordinates were obtained with a hand-held GPS device.
    5. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    5
    10
    15
    20
    25
    30
    35
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-03
    PLATE D-3a
    N 29°0'02.72"
    W 94°5'21.14"
    R:\04100\2016 PROJECTS\0100-0199\04.10160148 - GCCPRD STORM SURGE PHASE 4\00_GIS\GINT\FINAL GINT\04.10160148_(1).GPJ 0415-1415 10/18/2017
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE , %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX (PI)
    STRATUM DESCRIPTION
    WATER
    CONTENT , %
    STRATUM
    DEPTH, FT
    BLOWS PER
    FOOT
    SAMPLES
    WATER LEVEL
    Penetrometer
    Unconfined
    Miniature Vane
    Torvane
    0.5 1.0 1.5 2.0 2.5
    SHEAR STRENGTH
    Field Vane
    Report No. 04.10160148
     
    21
    13
    9
    WOH
    3
    SILTY SAND, loose to medium dense, greenish
    gray, with shell fragments, clay pockets and
    seams
    CLAY, very soft to soft, olive gray, with shell
    fragments
    - with sand seams to 68'
    - firm, 63' to 108'
    15
    85
    95
    74
    52.0
    65
    56
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 4, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 6'
    WET ROTARY: 6' to 400'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. WOH: Weight of Hammer.
    3. NR: Not Recorded.
    4. Boring coordinates were obtained with a hand-held GPS device.
    5. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    45
    50
    55
    60
    65
    70
    75
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-03
    PLATE D-3b
    N 29°0'02.72"
    W 94°5'21.14"
    R:\04100\2016 PROJECTS\0100-0199\04.10160148 - GCCPRD STORM SURGE PHASE 4\00_GIS\GINT\FINAL GINT\04.10160148_(1).GPJ 0415-1415 10/18/2017
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE , %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX (PI)
    STRATUM DESCRIPTION
    WATER
    CONTENT , %
    STRATUM
    DEPTH, FT
    BLOWS PER
    FOOT
    SAMPLES
    WATER LEVEL
    Penetrometer
    Unconfined
    Miniature Vane
    Torvane
    0.5 1.0 1.5 2.0 2.5
    SHEAR STRENGTH
    Field Vane
    Report No. 04.10160148
    22
    16
    CLAY, firm, olive gray, with shell fragments
    - stiff below 108'
    - with sand seams below 118'
    93
    98
    93
    60
    71
    95
    28
    44
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 4, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 6'
    WET ROTARY: 6' to 400'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. WOH: Weight of Hammer.
    3. NR: Not Recorded.
    4. Boring coordinates were obtained with a hand-held GPS device.
    5. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    85
    90
    95
    100
    105
    110
    115
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-03
    PLATE D-3c
    N 29°0'02.72"
    W 94°5'21.14"
    R:\04100\2016 PROJECTS\0100-0199\04.10160148 - GCCPRD STORM SURGE PHASE 4\00_GIS\GINT\FINAL GINT\04.10160148_(1).GPJ 0415-1415 10/18/2017
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE , %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX (PI)
    STRATUM DESCRIPTION
    WATER
    CONTENT , %
    STRATUM
    DEPTH, FT
    BLOWS PER
    FOOT
    SAMPLES
    WATER LEVEL
    Penetrometer
    Unconfined
    Miniature Vane
    Torvane
    0.5 1.0 1.5 2.0 2.5
    SHEAR STRENGTH
    Field Vane
    Report No. 04.10160148
     
    30
    6
    37
    53
    SAND, medium dense to very dense, fine-grained,
    greenish gray, with sand seams
    - with clay seam at 119.5'
    - pale brown below 128.5'
    - coarse-grained, 138.5' to 158'
    - loose at 139'
    - fine-grained below 158'
    7
    120.0
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 4, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 6'
    WET ROTARY: 6' to 400'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. WOH: Weight of Hammer.
    3. NR: Not Recorded.
    4. Boring coordinates were obtained with a hand-held GPS device.
    5. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    125
    130
    135
    140
    145
    150
    155
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-03
    PLATE D-3d
    N 29°0'02.72"
    W 94°5'21.14"
    R:\04100\2016 PROJECTS\0100-0199\04.10160148 - GCCPRD STORM SURGE PHASE 4\00_GIS\GINT\FINAL GINT\04.10160148_(1).GPJ 0415-1415 10/18/2017
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE , %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX (PI)
    STRATUM DESCRIPTION
    WATER
    CONTENT , %
    STRATUM
    DEPTH, FT
    BLOWS PER
    FOOT
    SAMPLES
    WATER LEVEL
    Penetrometer
    Unconfined
    Miniature Vane
    Torvane
    0.5 1.0 1.5 2.0 2.5
    SHEAR STRENGTH
    Field Vane
    Report No. 04.10160148
     
    14
    50/6"
    28
    10
    SAND, medium dense to very dense, fine-grained,
    pale brown
    - with shell fragments below 168.5'
    SILTY SAND, loose to medium dense, olive gray,
    with clay pockets, shell fragments, and gravel
    CLAY, stiff to very stiff, greenish gray
    - with sand pockets to 205'
    16
    72
    39
    25
    178.0
    198.0
    108
    20
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 4, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 6'
    WET ROTARY: 6' to 400'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. WOH: Weight of Hammer.
    3. NR: Not Recorded.
    4. Boring coordinates were obtained with a hand-held GPS device.
    5. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    165
    170
    175
    180
    185
    190
    195
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-03
    PLATE D-3e
    N 29°0'02.72"
    W 94°5'21.14"
    R:\04100\2016 PROJECTS\0100-0199\04.10160148 - GCCPRD STORM SURGE PHASE 4\00_GIS\GINT\FINAL GINT\04.10160148_(1).GPJ 0415-1415 10/18/2017
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE , %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX (PI)
    STRATUM DESCRIPTION
    WATER
    CONTENT , %
    STRATUM
    DEPTH, FT
    BLOWS PER
    FOOT
    SAMPLES
    WATER LEVEL
    Penetrometer
    Unconfined
    Miniature Vane
    Torvane
    0.5 1.0 1.5 2.0 2.5
    SHEAR STRENGTH
    Field Vane
    Report No. 04.10160148
    3.0
     
    18
    14
    CLAY, stiff to very stiff, greenish gray
    - with sand pockets to 205'
    - with silt partings and shell fragments, 228' to 248'
    - olive gray, 238' to 258'
    100
    99
    54
    31
    36
    85
    37
    17
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 4, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 6'
    WET ROTARY: 6' to 400'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. WOH: Weight of Hammer.
    3. NR: Not Recorded.
    4. Boring coordinates were obtained with a hand-held GPS device.
    5. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    205
    210
    215
    220
    225
    230
    235
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-03
    PLATE D-3f
    N 29°0'02.72"
    W 94°5'21.14"
    R:\04100\2016 PROJECTS\0100-0199\04.10160148 - GCCPRD STORM SURGE PHASE 4\00_GIS\GINT\FINAL GINT\04.10160148_(1).GPJ 0415-1415 10/18/2017
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE , %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX (PI)
    STRATUM DESCRIPTION
    WATER
    CONTENT , %
    STRATUM
    DEPTH, FT
    BLOWS PER
    FOOT
    SAMPLES
    WATER LEVEL
    Penetrometer
    Unconfined
    Miniature Vane
    Torvane
    0.5 1.0 1.5 2.0 2.5
    SHEAR STRENGTH
    Field Vane
    Report No. 04.10160148
    3.2
    +
     
    12
    NR
    CLAY, very stiff, olive gray
    - with silt partings and shell fragments to 248'
    - with wood fragments, 248' to 249.5'
    - greenish gray, 258' to 278'
    - with sand pockets and seams, 248' to 289'
    - tan and brown, 278' to 288'
    60
    30
    18
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 4, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 6'
    WET ROTARY: 6' to 400'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. WOH: Weight of Hammer.
    3. NR: Not Recorded.
    4. Boring coordinates were obtained with a hand-held GPS device.
    5. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    245
    250
    255
    260
    265
    270
    275
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-03
    PLATE D-3g
    N 29°0'02.72"
    W 94°5'21.14"
    R:\04100\2016 PROJECTS\0100-0199\04.10160148 - GCCPRD STORM SURGE PHASE 4\00_GIS\GINT\FINAL GINT\04.10160148_(1).GPJ 0415-1415 10/18/2017
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE , %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX (PI)
    STRATUM DESCRIPTION
    WATER
    CONTENT , %
    STRATUM
    DEPTH, FT
    BLOWS PER
    FOOT
    SAMPLES
    WATER LEVEL
    Penetrometer
    Unconfined
    Miniature Vane
    Torvane
    0.5 1.0 1.5 2.0 2.5
    SHEAR STRENGTH
    Field Vane
    Report No. 04.10160148
    +
     
    21
    19
    CLAY, very stiff, tan and brown
    - with sand pockets and seams to 289'
    - red, with silt partings, 288' to 308'
    - stiff to hard at 289'
    - greenish gray below 308'
    - with shell fragments, 318' to 328'
    99
    100
    51
    87
    30
    68
    108
    21
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 4, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 6'
    WET ROTARY: 6' to 400'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. WOH: Weight of Hammer.
    3. NR: Not Recorded.
    4. Boring coordinates were obtained with a hand-held GPS device.
    5. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    285
    290
    295
    300
    305
    310
    315
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-03
    PLATE D-3h
    N 29°0'02.72"
    W 94°5'21.14"
    R:\04100\2016 PROJECTS\0100-0199\04.10160148 - GCCPRD STORM SURGE PHASE 4\00_GIS\GINT\FINAL GINT\04.10160148_(1).GPJ 0415-1415 10/18/2017
    DEPTH, FT
    CLASSIFICATION
    LIQUID
    LIMIT
    UNIT DRY WT,
    PCF
    PASSING NO.
    200 SIEVE , %
    SYMBOL
    Triaxial
    KIPS PER SQ FT
    PLASTIC
    LIMIT