1. Granularmetric Report
      2. Granularmetric Report
      alt
      0.8
      7.2
      9.2
      9.7
      12.7
      14.6
      15.4
      15.6
      15.7
      -29.1
      -35.5
      -37.5
      -38.0
      -41.0
      -42.9
      -43.7
      -43.9
      -44.0
      T1
      T2
      T3
      T4
      1
      2
      Sample #T1, Depth = 0.6'
      Ave. Field Vane (tsf): 0.82
      Sample #T2, Depth = 4.0'
      Ave. Field Vane (tsf): 0.84
      Sample #T3, Depth = 8.2'
      Ave. Field Vane (tsf): 0.75
      Sample #T4, Depth = 11.2'
      Ave. Field Vane (tsf): 0.70
      Sample #1, Depth = 13.7'
      Mean (mm): 0.18, Phi Sorting: 0.40
      Fines (230): 6.32% (SP-SC)
      Sample #2, Depth = 15.0'
      Mean (mm): 0.10, Phi Sorting: 0.36
      Fines (230): 30.78% (SM)
      CLAY, trace organics, trace rock, rocks up to
      0.5", (3.0" x 1.5") sandy pocket @ top of core,
      light olive brown (2.5Y-5/4), (CL).
      CLAY, trace organics, yellowish brown
      (10YR-5/4), (CL).
      CLAY, (1.25" x 0.5") shell fragment @ 9.0',
      (3.0" x 1.5") silty pocket @ 9.1', light olive brown
      (2.5Y-5/3), (CL).
      Shelly CLAY, some silt, trace shell hash, shell
      composed of shell fragments and whole shells
      up to (2.5" x 2.0"), gray (2.5Y-5/1), (GC).
      CLAY, trace rock, trace shell fragments, trace
      shell hash, trace silt, shell fragments up to
      (0.75" x 0.25"), rocks up to 0.25", silt distributed
      in silty pockets up to 1.0", 1.25" whole shell @
      10.0', 3.0" sandy pocket @ 12.5', dark greenish
      gray (10Y-4/1), (CL).
      SAND, fine grained, quartz, trace clay, 1.5"
      clayey pocket @ 13.0', gray (2.5Y-5/1),
      (SP-SC).
      SAND, fine grained, quartz, some silt, trace
      clay, dark grayish brown (2.5Y-4/2), (SM).
      Sandy CLAY, Bit Sample, dark gray (2.5Y-4/1),
      (CL).
      No Recovery.
      End of Boring
      Texas South Central
      COMPLETED
      15.7 Ft.
      STARTED
      APTIM
      X = 3,483,824 Y = 13,787,653
      -28.3
      HORIZONTAL
      VERTICAL
      Francis Stankiewicz
      DRILLING LOG
      0.0
      NAD 1983
      1. PROJECT
      05-24-18 12:35
      15.6 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-18-28
      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
      05-24-18 12:51
      3.0 In.
      -28.3 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-18-28
      JUN 04
      0
      5
      10
      15
      20
      SAJ FORM 1836
      MCFADDIN_2018_VC.GPJ 8/3/18
      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 - 7.19
      #230 - 6.32
      0.8
      4.15
      0
      18
      -1
      10
      -0.5
      14
      -42.0
      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-SC
      2.43
      Sample
      Sample Information
      Gravel
      0.5
      25
      1
      35
      1.5
      45
      Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      2.46
      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-18-28 #1
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal Datum:
      Vertical Datum:
      McFaddin NWR Beach Ridge Restoration
      06-25-18
      SP
      3,483,824
      13,787,653
      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 - 42.01
      #230 - 30.78
      -0.45
      3.68
      0
      18
      -1
      10
      -0.5
      14
      -43.3
      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
      3.6
      Sample
      Sample Information
      Gravel
      0.5
      25
      1
      35
      1.5
      45
      Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      3.34
      0.36
      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-18-28 #2
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal Datum:
      Vertical Datum:
      McFaddin NWR Beach Ridge Restoration
      06-25-18
      SP
      3,483,824
      13,787,653
      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
      0.00
      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
      0.00
      0.00
      0.00
      0.00
      35
      1.00
      0.50
      0.02
      0.02
      0.02
      0.02
      45
      1.50
      0.35
      0.09
      0.10
      0.11
      0.12
      60
      2.00
      0.25
      5.42
      5.87
      5.53
      5.99
      80
      2.50
      0.18
      47.58
      51.52
      53.11
      57.51
      120
      3.00
      0.13
      25.67
      27.80
      78.78
      85.31
      170
      3.50
      0.09
      6.17
      6.68
      84.95
      91.99
      200
      3.75
      0.07
      0.76
      0.82
      85.71
      92.81
      230
      4.00
      0.06
      0.80
      0.87
      86.51
      93.68
      Munsell:
      Mean Phi
      2.46
      Phi 5
      Phi 16
      2.98
      Phi 25
      2.81
      Phi 50
      2.43
      Phi 75
      2.18
      Phi 84
      2.10
      92.35
      Dry Weight (g):
      3,483,824
      Sieve Number
      Shell Hash (%):
      Easting (ft):
      Northing (ft):
      Skewness
      0.8
      Kurtosis
      4.15
      -42.0 NAVD88
      Project Name:
      Sample Name: JCVC-18-28 #1
      Analysis Date: 06-25-18
      Analyzed By: SP
      0.33
      Depths and elevations based on measured values
      #200 - 7.19
      #230 - 6.32
      13,787,653
      Texas South Central
      Granularmetric Report
      0.05
      Wash Weight (g):
      Pan Retained (g):
      Sieve Loss (%):
      Organics (%):
      Carbonates (%):
      Wet - 2.5Y-5/1
      Dry - 2.5Y-6/1
      SP-SC
      Washed - 2.5Y-6/1
      Coordinate System:
      86.89
      Phi 95
      1.92
      Mean mm
      0.18
      Sieve Size
      (Phi)
      Sieve Size
      (Millimeters)
      Grams
      Retained
      % Weight
      Retained
      Cum. Grams
      Retained
      C. % Weight
      Retained
      Elevation (ft):
      USCS:
      Comments:
      Sorting
      0.4
      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