1. FCI388a
     
    18
    22
    18
    6
    9
    4
    2
    10
    15
    WOH
    24
    2
    SILTY SAND, very loose to loose, brown, with shell
    fragments
    - dark gray, 6.5' to 8'
    - olive gray, with clay seams below 8'
    - medium dense below 18.5'
    - very loose at 24'
    SANDY CLAY, soft to firm, olive gray
    13
    27
    26
    56
    21
    24
    33
    3
    2
    15
    32.0
    25
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: April 25, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 8'
    WET ROTARY: 8' 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. Boring coordinates were obtained with a hand-held GPS device.
    4. 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-02
    PLATE D-2a
    N 29°1'49.24"
    W 94°5'31.77"
    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
     
    20
    21
    16
    19
    13
    9
    SANDY CLAY, firm, olive gray
    - with shell fragments below 45'
    SAND, medium dense, fine-grained, olive gray
    - with shell fragments below 68'
    - loose below 73.5'
    CLAY, firm, dark gray, with sand pockets
    6
    47.0
    78.0
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: April 25, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 8'
    WET ROTARY: 8' 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. Boring coordinates were obtained with a hand-held GPS device.
    4. 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-02
    PLATE D-2b
    N 29°1'49.24"
    W 94°5'31.77"
    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
    13
    17
    30
    35
    11
    CLAY, firm, dark gray, with sand pockets
    - stiff to very stiff below 83'
    - greenish gray, 83' to 88'
    - gray below 88'
    SAND, medium dense to dense, fine-grained, gray
    SANDY CLAY, stiff, greenish gray, with calcareous
    nodules
    SILTY CLAY, stiff, gray, with sand seams
    87
    6
    59
    81
    57
    46
    23
    43
    33
    6
    93.5
    108.0
    118.0
    107
    21
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: April 25, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 8'
    WET ROTARY: 8' 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. Boring coordinates were obtained with a hand-held GPS device.
    4. 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-02
    PLATE D-2c
    N 29°1'49.24"
    W 94°5'31.77"
    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
     
    13
    22
    5
    SILTY CLAY, firm, gray, with sand seams
    SANDY CLAY, very stiff, gray
    CLAY, very stiff, greenish gray
    - firm, tan, with calcium nodules, 158.5' to 168'
    56
    75
    59
    46
    130.0
    148.0
    106
    22
    22
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: April 25, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 8'
    WET ROTARY: 8' 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. Boring coordinates were obtained with a hand-held GPS device.
    4. 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-02
    PLATE D-2d
    N 29°1'49.24"
    W 94°5'31.77"
    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
    3.4
     
    19
    6
    CLAY, firm, tan
    - with calcium nodules to 168'
    - greenish gray and tan, 168' to 178'
    - stiff, 169' to 219'
    - greenish gray, 178' to 191'
    - firm at 191'
    - tan and gray, 191' to 198'
    - with silt seams, 191' to 208'
    - gray, 198' to 208'
    - very stiff at 199'
    97
    79
    60
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: April 25, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 8'
    WET ROTARY: 8' 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. Boring coordinates were obtained with a hand-held GPS device.
    4. 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-02
    PLATE D-2e
    N 29°1'49.24"
    W 94°5'31.77"
    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
     
    24
    CLAY, very stiff, gray,
    - with silt seams to 208'
    - olive gray, 208' to 218'
    - greenish gray, 218' to 228'
    - with sand pockets and seams, 218' to 278'
    - very stiff below 219'
    - gray, 228' to 238'
    - with calcareous nodules, 228' to 268'
    - gray and tan, 238' to 258'
    88 98 34 88
    64
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: April 25, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 8'
    WET ROTARY: 8' 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. Boring coordinates were obtained with a hand-held GPS device.
    4. 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-02
    PLATE D-2f
    N 29°1'49.24"
    W 94°5'31.77"
    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
    +
     
    16
    CLAY, very stiff, gray and tan
    - with calcareous nodules to 268'
    - with sand pockets and seams to 278'
    - tan and greenish gray, 258' to 268'
    - stiff at 259'
    - red and greenish gray, 268' to 278.5'
    - greenish gray, 278.5' to 288'
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: April 25, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 8'
    WET ROTARY: 8' 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. Boring coordinates were obtained with a hand-held GPS device.
    4. 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-02
    PLATE D-2g
    N 29°1'49.24"
    W 94°5'31.77"
    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
    +
    +
     
    20
    15
    40
    CLAY, very stiff, greenish gray
    - brownish gray, 288' to 298'
    - with silt partings, 288' to 308'
    - with shell fragments, 288' to 298'
    - red and greenish gray, 298' to 308'
    - brown and greenish gray, 308' to 314'
    - with sand seams, 308' to 314'
    - greenish gray and red, with calcareous nodules,
    314' to 338'
    100
    91
    74
    24
    54
    9
    94
    30
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: April 25, 2017
    TOTAL DEPTH: 400'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 8'
    WET ROTARY: 8' 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. Boring coordinates were obtained with a hand-held GPS device.
    4. 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-02
    PLATE D-2h
    N 29°1'49.24"
    W 94°5'31.77"
    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