1. JET PROBE LOG
      2. Gradation Analysis Report

      Galveston County
      GCJP-04-09
      13656197
      3290858
      04/15/04
      1614
      1621
      21.9 FT
      JB
      RM
      LENGTH OF PVC PIPE: 20.0'
      PENETRATION DEPTH: 17.0'
      JET PUMP TYPE: BRIGGS & STRATON 3.0 HP
      GAL/HR: 8460
      DIAMETER OF PIPE: 1.5"
      SUPPORT VESSEL: Aqua Quest
      POSITIONING: DIFFERENTIAL GPS USCG BEACON
      NAVIGATION SYSTEM: "HYPACK"
      WEATHER:
      WIND:
      DIR: SOUTH
      SPEED: 10 to 15 Kt
      WAVES:
      DIR: SOUTH
      HEIGHT: 1 to 3 Ft.
      CURRENT:
      DIR: SOUTH
      SPEED: MODERATE
      TURBIDITY:
      TOP (0.0' - 8.5'): High
      BOTTOM: (8.5' - 17.0'): High
      DRAWN BY: KW
      CHECKED BY: MDA / JLA
      JOB NO: 2600.02
      SAND SAMPLES
      BOTTOM:
      Mean (mm): 0.11, 53.27% Silt, Phi Sorting 1.62
      Munsell Color: Wet 5Y-3/1, Dry 5Y-4/1
      -21.9
      -38.9
      SEA FLOOR
      SILT, with some Sand
      Refusal @ 17.0'
      Resistant Clay Layer
      PROJECT:
      JET
      PROBE:
      COORDINATES:
      N =
      E =
      DATE:
      START
      TIME:
      END TIME:
      WATER DEPTH:
      TOP DIVER:
      BOTTOM DIVER:
      JET
      PROBE
      LOG
      NOTES
      ELEV.
      DEPTH
      0
      1
      2
      3
      4
      5
      6
      7
      8
      9
      10
      11
      12
      13
      14
      15
      16
      17
      18
      19
      20
      21
      22
      23
      24
      SYMBOL
      DESCRIPTION

      Coastal Planning & Engineering, Inc.
      2481 N.W. Boca Raton Blvd.
      Boca Raton, FL 33431
      Gradation
      Analysis
      Report
      Project Name: Galveston Jet Probes
      Sample Name: GCJP-04-09 Bot
      Sample Date: 4/15/2004
      Analyzed By: ID
      Easting:
      Northing:
      Coordinate System:
      Elevation:
      3290858
      13656197
      State Plane 1983 TX SC Feet
      N/A
      USCS:
      Dry Munsel:
      Wet Munsel:
      Comments:
      ML
      5Y-4/1
      5Y-3/1
      Dry Weight:
      Wash Weight:
      Sieve Loss:
      Percent Silt:
      Estimated Percent Shell Content:
      63.96
      30.69
      0.01
      53.27
      6.3
      Sieve Number
      Sieve Size
      (Phi)
      Sieve Size
      (Millimeters)
      Grams
      Retained
      % Weight
      Retained
      Cum. Grams
      Retained
      C. % Weight
      Retained
      3/4
      5/8
      5/16
      4
      5
      7
      10
      14
      18
      25
      35
      45
      60
      80
      120
      170
      200
      230
      Pan
      -4.25
      -4.00
      -3.25
      -3.00
      -2.00
      -1.50
      -1.00
      -0.50
      0.00
      0.50
      1.00
      1.50
      2.00
      2.50
      3.00
      3.50
      3.75
      4.00
      Pan
      19.02
      16.00
      9.51
      8.00
      4.00
      2.82
      2.00
      1.41
      1.00
      0.70
      0.50
      0.35
      0.25
      0.17
      0.12
      0.08
      0.07
      0.06
      Pan
      0.00
      0.00
      0.00
      0.43
      0.22
      0.49
      0.71
      1.00
      0.82
      0.45
      0.35
      0.23
      0.57
      1.19
      3.31
      14.31
      3.94
      1.87
      34.06
      0.00
      0.00
      0.00
      0.67
      0.34
      0.77
      1.11
      1.56
      1.28
      0.70
      0.55
      0.36
      0.89
      1.86
      5.18
      22.37
      6.16
      2.92
      53.25
      0.00
      0.00
      0.00
      0.43
      0.65
      1.14
      1.85
      2.85
      3.67
      4.12
      4.47
      4.70
      5.27
      6.46
      9.77
      24.08
      28.02
      29.89
      63.95
      0.00
      0.00
      0.00
      0.67
      1.02
      1.78
      2.89
      4.46
      5.74
      6.44
      6.99
      7.35
      8.24
      10.10
      15.28
      37.65
      43.81
      46.73
      99.98
      Phi 5
      -0.29
      Phi 16
      3.02
      Phi 25
      3.22
      Phi 50
      4.02
      Phi 75
      4.13
      Phi 84
      4.17
      Phi 95
      4.23
      Statistics
      Mean Phi
      Mean mm
      Sorting
      Skewness
      Kurtosis
      Graphic
      Moment
      3.03
      0.12
      0.97
      -2.19
      2.02
      3.21
      0.11
      1.62
      -1.56
      3.72

      Coastal Planning & Engineering, Inc.
      2481 N.W. Boca Raton Blvd.
      Boca Raton, FL 33431
      ph 561 391-8102
      fax 561 391-9116
      Sample
      Symbol
      Elev.
      Comments
      USCS
      %
      Silt
      Median
      Mean
      Skew
      Kurt
      Sort
      Sample
      Information
      Project Name: