1. Granularmetric Report
      alt
      1.3
      3.3
      5.1
      10.1
      14.1
      17.9
      18.6
      -26.5
      -28.5
      -30.3
      -35.3
      -39.3
      -43.1
      -43.8
      T1
      1
      T2
      T3
      T4
      T5
      Sample #T1, Depth = 0.7'
      Ave. Field Vane (tsf): 0.57
      Sample #1, Depth = 2.3'
      Mean (mm): 0.11, Phi Sorting: 0.40
      Fines (230): 43.59% (CL)
      Sample #T2, Depth = 4.2'
      Ave. Field Vane (tsf): 0.57
      Sample #T3, Depth = 7.6'
      Ave. Field Vane (tsf): 0.61
      Sample #T4, Depth = 12.1'
      Ave. Field Vane (tsf): 0.58
      Sample #T5, Depth = 15.9'
      Ave. Field Vane (tsf): 0.87
      CLAY, trace silt, silt distributed in pockets up to
      1.0", olive brown (2.5Y-4/4), (CL).
      Clayey SAND, fine grained, quartz, little silt,
      light olive brown (2.5Y-5/3), (CL).
      CLAY, 0.25" rock @ 4.9', 0.5" rock @ 5.1', olive
      brown (2.5Y-4/4), (CL).
      CLAY, trace organics, dark greenish gray
      (10Y-4/1), (CL).
      CLAY, trace rock, rocks up to (1.25" x 1.0"),
      2.0" rock @ 13.9', greenish gray (5GY-5/1),
      (CL).
      CLAY, some shell hash, little silt, trace shell
      fragments, silt distributed in laminae and
      pockets up to 1.0", (3.0" x 1.25") some shell
      hash pocket with trace shell fragments up to
      (0.75" x 0.5") @ 14.3', 2.5" silty pocket @ 17.7',
      olive gray (5Y-4/2), (CL).
      CLAY, trace rock, rocks up to (1.5" x 1.0"), Bit
      Sample from 18.2' to 18.6', greenish gray
      (10Y-5/1), (CL).
      End of Boring
      Texas South Central
      COMPLETED
      17.2 Ft.
      STARTED
      APTIM
      X = 3,473,870 Y = 13,785,942
      -25.2
      HORIZONTAL
      VERTICAL
      Francis Stankiewicz
      DRILLING LOG
      0.0
      NAD 1983
      1. PROJECT
      05-18-18 14:35
      18.6 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-18-15
      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
      05-18-18 14:48
      3.0 In.
      -25.2 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-18-15
      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 - 51.01
      #230 - 43.59
      -0.81
      8.18
      0
      18
      -1
      10
      -0.5
      14
      -27.5
      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
      3.78
      Sample
      Sample Information
      Gravel
      0.5
      25
      1
      35
      1.5
      45
      Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      3.25
      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-18-15 #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
      3,473,870
      13,785,942
      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
      0.01
      0.01
      0.01
      0.01
      18
      0.00
      1.00
      0.02
      0.02
      0.03
      0.03
      25
      0.50
      0.71
      0.02
      0.02
      0.05
      0.05
      35
      1.00
      0.50
      0.01
      0.01
      0.06
      0.06
      45
      1.50
      0.35
      0.03
      0.03
      0.09
      0.09
      60
      2.00
      0.25
      0.08
      0.08
      0.17
      0.17
      80
      2.50
      0.18
      0.55
      0.58
      0.72
      0.75
      120
      3.00
      0.13
      12.60
      13.26
      13.32
      14.01
      170
      3.50
      0.09
      25.34
      26.67
      38.66
      40.68
      200
      3.75
      0.07
      7.90
      8.31
      46.56
      48.99
      230
      4.00
      0.06
      7.05
      7.42
      53.61
      56.41
      Munsell:
      Mean Phi
      3.25
      Phi 5