1. LOG OF BORING NO. B-11
      2. LOG OF BORING NO. B-11
      3. LOG OF BORING NO. B-11
      4. LOG OF BORING NO. B-11
      alt
      alt
      11.5
      17.5
      21.0
      10
      4
      2
      WOH
      SAND, very loose, fine-grained, with shell
      fragments and silt seams
      SANDY CLAY, very soft, gray, with sand
      pockets, and shell fragments
      SAND, fine-grained, gray, with clay seams
      SANDY CLAY, soft, gray, with sand pockets
      - firm, with shell fragments below 28'
      28
      22
      35
      25
      12
      31
      44
      LOG OF BORING NO. B-11
      29° 43' 58" N
      95° 03' 16" W
      SURFACE EL.: -10.0' (Assumed)
      LOCATION: See Plate 2
      NOTES:
      COORDINATES:
      DATE: April 30, 2011
      TOTAL DEPTH: 140'
      CAVED DEPTH: Not Applicable
      DRY AUGER: Not Applicable
      WET ROTARY: Mudline to 140'
      BACKFILL: Cuttings and Drilling Mud
      LOGGER: T. Mireles
      PLATE A-2a
      DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
      BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
      HARRIS COUNTY, TEXAS
      1. Water depth was 10' at time of drilling.
      2. Terms and symbols defined on Plates A-32a and A-32b.
      3. Coordinates were obtained by our field technician with a hand held GPS device.
      4. WOH - Weight of Hammer
      5
      10
      15
      20
      25
      30
      35
      R:\04120\2011 PROJECTS\0001-0099\0412-11-0003\DRAFTING\0412-11-0003.GPJ FUGRO_SO (LAB DATA)_INDUSTRIAL (W/R_MV) 6/2/2011
      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
      Remolded
      M.Vane
      Report No. 04.12110003
      alt
      alt
      43.0
      44.5
      71.5
      18
      SANDY CLAY, firm, gray, with sand pockets
      and shell fragments
      SAND, gray, fine-grained, with shell fragments
      CLAY, very stiff, red, brown, and gray,
      slickensided
      - stiff to very stiff below 53'
      - brown and gray, 53' to 63'
      - with organic matter, 53' to 55'
      - with silt pockets and siltstone nodules below
      63'
      - brown and gray, with silt seams below 68'
      SILTY CLAY, very stiff, brown and gray, with
      shell fragments and silt pockets
      22
      30
      28
      94
      96
      LOG OF BORING NO. B-11
      29° 43' 58" N
      95° 03' 16" W
      SURFACE EL.: -10.0' (Assumed)
      LOCATION: See Plate 2
      NOTES:
      COORDINATES:
      DATE: April 30, 2011
      TOTAL DEPTH: 140'
      CAVED DEPTH: Not Applicable
      DRY AUGER: Not Applicable
      WET ROTARY: Mudline to 140'
      BACKFILL: Cuttings and Drilling Mud
      LOGGER: T. Mireles
      PLATE A-2b
      DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
      BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
      HARRIS COUNTY, TEXAS
      1. Water depth was 10' at time of drilling.
      2. Terms and symbols defined on Plates A-32a and A-32b.
      3. Coordinates were obtained by our field technician with a hand held GPS device.
      4. WOH - Weight of Hammer
      45
      50
      55
      60
      65
      70
      75
      R:\04120\2011 PROJECTS\0001-0099\0412-11-0003\DRAFTING\0412-11-0003.GPJ FUGRO_SO (LAB DATA)_INDUSTRIAL (W/R_MV) 6/2/2011
      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
      Remolded
      M.Vane
      Report No. 04.12110003
      +
      alt
      alt
      86.0
      88.5
      114.0
      15
      46
      SILTY CLAY, very stiff, brown and gray, with
      shell fragments and silt pockets
      SANDY SILT, light gray
      SILTY CLAY, very stiff, light gray, with sandy silt
      seams and shell fragments
      - stiff, 93' to 108'
      - firm below 108'
      CLAY, stiff, gray
      23
      36
      36
      31
      86
      42
      27
      92
      LOG OF BORING NO. B-11
      29° 43' 58" N
      95° 03' 16" W
      SURFACE EL.: -10.0' (Assumed)
      LOCATION: See Plate 2
      NOTES:
      COORDINATES:
      DATE: April 30, 2011
      TOTAL DEPTH: 140'
      CAVED DEPTH: Not Applicable
      DRY AUGER: Not Applicable
      WET ROTARY: Mudline to 140'
      BACKFILL: Cuttings and Drilling Mud
      LOGGER: T. Mireles
      PLATE A-2c
      DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
      BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
      HARRIS COUNTY, TEXAS
      1. Water depth was 10' at time of drilling.
      2. Terms and symbols defined on Plates A-32a and A-32b.
      3. Coordinates were obtained by our field technician with a hand held GPS device.
      4. WOH - Weight of Hammer
      85
      90
      95
      100
      105
      110
      115
      R:\04120\2011 PROJECTS\0001-0099\0412-11-0003\DRAFTING\0412-11-0003.GPJ FUGRO_SO (LAB DATA)_INDUSTRIAL (W/R_MV) 6/2/2011
      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
      Remolded
      M.Vane
      Report No. 04.12110003
      +