1. Granularmetric Report
      2. Granularmetric Report
      3. Granularmetric Report
      4. Granularmetric Report
      alt
      3.2
      6.0
      17.6
      18.3
      -23.5
      -26.3
      -37.9
      -38.6
      1
      2
      3
      Sample #1, Depth = 1.6'
      Mean (mm): 0.10, Phi Sorting: 0.76
      Fines (230): 31.65% (SM)
      Sample #2, Depth = 4.6'
      Mean (mm): 0.11, Phi Sorting: 0.43
      Fines (230): 20.64% (SC)
      Sample #3, Depth = 11.8'
      Mean (mm): 0.14, Phi Sorting: 0.40
      Fines (230): 5.93% (SP-SM)
      SAND, fine grained, quartz, some silt, trace
      shell hash, 1.25" whole shell @ 2.6', 3.0" little
      shell hash pocket @ 2.7' with trace shell
      fragments up to (1.5" x 0.5"), 0.5" rock @ 2.7',
      0.25" rock @ 3.0', gray (5Y-6/1), (SM).
      SAND, fine grained, quartz, some clay, 1.0" clay
      pockets @ 3.9' & 4.0', 2.0" clayey pocket @
      5.8', gray (5Y-6/1), (SC).
      SAND, fine grained, quartz, trace silt, light gray
      (5Y-7/1), (SP-SM).
      No Recovery.
      End of Boring
      Texas South Central
      COMPLETED
      18.3 Ft.
      STARTED
      APTIM
      X = 3,471,949 Y = 13,788,955
      -20.3
      HORIZONTAL
      VERTICAL
      Francis Stankiewicz
      DRILLING LOG
      0.0
      NAD 1983
      1. PROJECT
      05-21-18 20:01
      17.6 Ft.
      KM
      10. COORDINATE SYSTEM/DATUM
      11. MANUFACTURER'S DESIGNATION OF DRILL
      DISTURBED
      UNDISTURBED (UD)
      18. SIGNATURE AND TITLE OF INSPECTOR
      14. ELEVATION GROUND WATER
      15. DATE BORING
      VERTICAL
      INCLINED
      0.0 Ft.
      8. TOTAL DEPTH OF BORING
      JCVC-18-05
      AUTO HAMMER
      MANUAL HAMMER
      NAVD88
      APTIM SEAS VC-700 Vibracore
      9. SIZE AND TYPE OF BIT
      12. TOTAL SAMPLES
      13. TOTAL NUMBER CORE BOXES
      DEG. FROM
      VERTICAL
      5. DIRECTION OF BORING
      BEARING
      4. NAME OF DRILLER
      3. DRILLING AGENCY
      2. BORING DESIGNATION
      6. THICKNESS OF OVERBURDEN
      0.0 Ft.
      CONTRACTOR FILE NO.
      7. DEPTH DRILLED INTO ROCK
      05-21-18 20:17
      3.0 In.
      -20.3 Ft.
      DIVISION
      INSTALLATION
      16. ELEVATION TOP OF BORING
      17. TOTAL RECOVERY FOR BORING
      LOCATION COORDINATES (ft)
      McFaddin NWR Beach Ridge Restoration
      Jefferson County, Texas
      LEGEND
      SHEET 1
      OF 1 SHEETS
      %
      REC.
      Boring Designation
      REMARKS
      DEPTH
      (ft)
      BOX OR
      SAMPLE
      CLASSIFICATION OF MATERIALS
      Depths and elevations based on measured values
      ELEV.
      (ft)
      JCVC-18-05
      JUN 04
      0
      5
      10
      15
      20
      SAJ FORM 1836
      MCFADDIN_2018_VC.GPJ 8/3/18
      3/4"
      -4.25
      19.03
      0.00
      0.00
      0.00
      0.00
      5/8"
      -4.00
      16.00
      0.00
      0.00
      0.00
      0.00
      7/16"
      -3.50
      11.31
      0.00
      0.00
      0.00
      0.00
      5/16"
      -3.00
      8.00
      0.00
      0.00
      0.00
      0.00
      3.5
      -2.50
      5.66
      0.00
      0.00
      0.00
      0.00
      4
      -2.25
      4.76
      0.02
      0.02
      0.02
      0.02
      5
      -2.00
      4.00
      0.04
      0.04
      0.06
      0.06
      7
      -1.50
      2.83
      0.02
      0.02
      0.08
      0.08
      10
      -1.00
      2.00
      0.04
      0.04
      0.12
      0.12
      14
      -0.50
      1.41
      0.03
      0.03
      0.15
      0.15
      18
      0.00
      1.00
      0.02
      0.02
      0.17
      0.17
      25
      0.50
      0.71
      0.02
      0.02
      0.19
      0.19
      35
      1.00
      0.50
      0.01
      0.01
      0.20
      0.20
      45
      1.50
      0.35
      0.02
      0.02
      0.22
      0.22
      60
      2.00
      0.25
      0.36
      0.36
      0.58
      0.58
      80
      2.50
      0.18
      13.50
      13.50
      14.08
      14.08
      120
      3.00
      0.13
      42.52
      42.52
      56.60
      56.60
      170
      3.50
      0.09
      21.43
      21.43
      78.03
      78.03
      200
      3.75
      0.07
      6.19
      6.19
      84.22
      84.22
      230
      4.00
      0.06
      4.41
      4.41
      88.63
      88.63
      Munsell:
      Mean Phi
      2.9
      Phi 5
      Phi 16
      3.74
      Phi 25
      3.43
      Phi 50
      2.92
      Phi 75
      2.63
      Phi 84
      2.52
      100.00
      Dry Weight (g):
      3,471,949
      Sieve Number
      Shell Hash (%):
      COMPOSITE
      Easting (ft):
      Northing (ft):
      Skewness
      -1.24
      Kurtosis
      16.46
      Project Name:
      Sample Name: JCVC-18-05 COMP
      Analysis Date: 10-05-18
      Analyzed By: BF
      11.29
      Depths and elevations based on measured values
      #200 - 15.78
      #230 - 11.37
      13,788,955
      Texas South Central
      Granularmetric Report
      0.08
      Wash Weight (g):
      Pan Retained (g):
      Sieve Loss (%):
      Organics (%):
      Carbonates (%):
      SM
      Coordinate System:
      100.00
      Phi 95
      2.16
      Mean mm
      0.13
      Sieve Size
      (Phi)
      Sieve Size
      (Millimeters)
      Grams
      Retained
      % Weight
      Retained
      Cum. Grams
      Retained
      C. % Weight
      Retained
      Elevation (ft):
      USCS:
      Comments:
      Sorting
      0.48
      Moment
      Statistics
      Fines (%):
      McFaddin NWR Beach Ridge Restoration
      MCFADDIN_COMPOSITE_20181008.GPJ 11/19/18
      APTIM
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391-8102
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      Silt and Clay
      #200 - 15.78
      #230 - 11.37
      -1.24 16.46
      0
      18
      -1
      10
      -0.5
      14
      Symbol Elev. (ft)
      Comments: COMPOSITE
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      USCS % Fines % Organics % Carbonates
      SM
      2.92
      Sample
      Sample Information
      Gravel
      0.5
      25
      1
      35
      1.5
      45
      Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      2.9
      0.48
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      Sand
      JCVC-18-05 COMP
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal Datum:
      Vertical Datum:
      McFaddin NWR Beach Ridge Restoration
      10-05-18
      BF
      3,471,949
      13,788,955
      NAD 1983
      NAVD 88
      APTIM
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391-8102
      MCFADDIN_COMPOSITE_20181008.GPJ 11/19/18
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      Silt and Clay
      #200 - 44.32
      #230 - 31.65
      -4.56 29.67
      0
      18
      -1
      10
      -0.5
      14
      -21.9
      Symbol Elev. (ft)
      Comments:
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      USCS % Fines % Organics % Carbonates
      SM
      3.65
      Sample
      Sample Information
      Gravel
      0.5
      25
      1
      35
      1.5
      45
      Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      3.26
      0.76
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      Sand
      JCVC-18-05 #1
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal Datum:
      Vertical Datum:
      McFaddin NWR Beach Ridge Restoration
      06-21-18
      SMT
      3,471,949
      13,788,955
      NAD 1983
      NAVD88
      APTIM
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391-8102
      MCFADDIN_2018_VC.GPJ 8/14/18
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      Silt and Clay
      #200 - 29.84
      #230 - 20.64
      -0.08
      2.58
      0
      18
      -1
      10
      -0.5
      14
      -24.9
      Symbol Elev. (ft)
      Comments:
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      USCS % Fines % Organics % Carbonates
      SC
      3.36
      Sample
      Sample Information
      Gravel
      0.5
      25
      1
      35
      1.5
      45
      Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      3.17
      0.43
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      Sand
      JCVC-18-05 #2
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal Datum:
      Vertical Datum:
      McFaddin NWR Beach Ridge Restoration
      06-21-18
      SP
      3,471,949
      13,788,955
      NAD 1983
      NAVD88
      APTIM
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391-8102
      MCFADDIN_2018_VC.GPJ 8/14/18
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      Silt and Clay
      #200 - 7.96
      #230 - 5.93
      0.41
      3.2
      0
      18
      -1
      10
      -0.5
      14
      -32.1
      Symbol Elev. (ft)
      Comments:
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      USCS % Fines % Organics % Carbonates
      SP-SM
      2.81
      Sample
      Sample Information
      Gravel
      0.5
      25
      1
      35
      1.5
      45
      Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      2.81
      0.4
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      Sand
      JCVC-18-05 #3
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal Datum:
      Vertical Datum:
      McFaddin NWR Beach Ridge Restoration
      06-21-18
      SMT
      3,471,949
      13,788,955
      NAD 1983
      NAVD88
      APTIM
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391-8102
      MCFADDIN_2018_VC.GPJ 8/14/18
      3/4"
      -4.25
      19.03
      0.00
      0.00
      0.00
      0.00
      5/8"
      -4.00
      16.00
      0.00
      0.00
      0.00
      0.00
      7/16"
      -3.50
      11.31
      0.00
      0.00
      0.00
      0.00
      5/16"
      -3.00
      8.00
      0.00
      0.00
      0.00
      0.00
      3.5
      -2.50
      5.66
      0.00
      0.00
      0.00
      0.00
      4
      -2.25
      4.76
      0.13
      0.14
      0.13
      0.14
      5
      -2.00
      4.00
      0.26
      0.28
      0.39
      0.42
      7
      -1.50
      2.83
      0.17
      0.18
      0.56
      0.60
      10
      -1.00
      2.00
      0.23
      0.24
      0.79
      0.84
      14
      -0.50
      1.41
      0.21
      0.22
      1.00
      1.06
      18
      0.00
      1.00
      0.16
      0.17
      1.16
      1.23
      25
      0.50
      0.71
      0.10
      0.11
      1.26
      1.34
      35
      1.00
      0.50
      0.08
      0.09
      1.34
      1.43
      45
      1.50
      0.35
      0.03
      0.03
      1.37
      1.46
      60
      2.00
      0.25
      0.13
      0.14
      1.50
      1.60
      80
      2.50
      0.18
      1.03
      1.10
      2.53
      2.70
      120
      3.00
      0.13
      9.02
      9.59
      11.55
      12.29
      170
      3.50
      0.09
      27.89
      29.66
      39.44
      41.95
      200
      3.75
      0.07
      12.91
      13.73
      52.35
      55.68
      230
      4.00
      0.06
      11.91
      12.67
      64.26
      68.35
      Munsell:
      Mean Phi
      3.26
      Phi 5
      Phi 16
      Phi 25
      Phi 50
      3.65
      Phi 75
      3.21
      Phi 84
      3.06
      94.02
      Dry Weight (g):
      3,471,949
      Sieve Number
      Shell Hash (%):
      Easting (ft):
      Northing (ft):
      Skewness
      -4.56
      Kurtosis
      29.67
      -21.9 NAVD88
      Project Name:
      Sample Name: JCVC-18-05 #1
      Analysis Date: 06-21-18
      Analyzed By: SMT
      7.91
      Depths and elevations based on measured values
      #200 - 44.32
      #230 - 31.65
      13,788,955
      Texas South Central
      Granularmetric Report
      0.22
      Wash Weight (g):
      Pan Retained (g):
      Sieve Loss (%):
      Organics (%):
      Carbonates (%):
      Wet - 5Y-6/1
      Dry - 5Y-7/1
      SM
      Washed - 2.5Y-8/1
      Coordinate System:
      72.38
      Phi 95
      2.62
      Mean mm
      0.10
      Sieve Size
      (Phi)
      Sieve Size
      (Millimeters)
      Grams
      Retained
      % Weight
      Retained
      Cum. Grams
      Retained
      C. % Weight
      Retained
      Elevation (ft):
      USCS:
      Comments:
      Sorting
      0.76
      Moment
      Statistics
      Fines (%):
      McFaddin NWR Beach Ridge Restoration
      MCFADDIN_2018_VC.GPJ 8/14/18
      APTIM
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391-8102
      3/4"
      -4.25
      19.03
      0.00
      0.00
      0.00
      0.00
      5/8"
      -4.00
      16.00
      0.00
      0.00
      0.00
      0.00
      7/16"
      -3.50
      11.31
      0.00
      0.00
      0.00
      0.00
      5/16"
      -3.00
      8.00
      0.00
      0.00
      0.00
      0.00
      3.5
      -2.50
      5.66
      0.00
      0.00
      0.00
      0.00
      4
      -2.25
      4.76
      0.00
      0.00
      0.00
      0.00
      5
      -2.00
      4.00
      0.00
      0.00
      0.00
      0.00
      7
      -1.50
      2.83
      0.00
      0.00
      0.00
      0.00
      10
      -1.00
      2.00
      0.00
      0.00
      0.00
      0.00
      14
      -0.50
      1.41
      0.00
      0.00
      0.00
      0.00
      18
      0.00
      1.00
      0.00
      0.00
      0.00
      0.00
      25
      0.50
      0.71
      0.01
      0.01
      0.01
      0.01
      35
      1.00
      0.50
      0.01
      0.01
      0.02
      0.02
      45
      1.50
      0.35
      0.01
      0.01
      0.03
      0.03
      60
      2.00
      0.25
      0.05
      0.05
      0.08
      0.08
      80
      2.50
      0.18
      2.75
      2.91
      2.83
      2.99
      120
      3.00
      0.13
      26.00
      27.55
      28.83
      30.54
      170
      3.50
      0.09
      25.71
      27.24
      54.54
      57.78
      200
      3.75
      0.07
      11.68
      12.38
      66.22