1. 2008-10-22 RETL Geotech Report.pdf
        1. II Boring Log

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      October 22, 2008
      Attn.: Mr. Daniel Heilman, P
      .E.
      RETL Job No.: Gl08558
      WEST GALVESTON ISLAND LG. SCALE BEACH NOURISHMENT PROJECT
      South Jetty Borrow Source Area
      Galveston, Texas
      BORING NO.
      GPS
      COORDINATES
      C-Ol
      N.29.33841
      W.94.72652
      C-02
      N.29.33981
      W.94.72643
      C-03
      N.29.33892
      W.94.72394
      C-04
      N
      .29.33793
      W
      .94.72235
      C-05
      N.29.33645
      W.94.72380
      C-06
      N.29.33628
      W.94.72204
      C-07
      N.29.33395
      W.94.72095
      C-08
      N.29.33927
      W.94.71980
      C-09
      N.29.33801
      W.94.72057
      C-lO
      N.29.33691
      W.94.71941
      e-n
      N.29.33475
      W.94.71779
      C-12
      N
      .29.33336
      W
      .94.71779
      C-13
      N.29.33744
      W.94.71832
      C-14
      N.29.33970
      W.94.71677
      C-15
      N
      .29.33820
      W
      .94.71687
      C-16
      N.29.33661
      W.94.71597
      C-17
      N.29
      .33607
      W.94.71563
      C-18
      N.29.33411
      W.94.71399
      C-19
      N.29.33955
      W.94.71420
      C-20
      N.29.33748
      W.94.71338
      C-21
      N.29.33338
      W.94.71127
      C-22
      N.29.33564
      W
      .94.71037
      C-23
      N.29.33239
      W.94.70724
      C-24
      N.29.33759
      W.94.70845
      C-25
      N.29.33560
      W.94.70621
      C-26
      N.29.33506
      W.94.71728
      C-27
      N.29.33483
      W. 94.7161 1
      C-28
      N.29.33711
      W.94.72358
      C-29
      N.29.33742
      W.94.71455
      C-30
      N.29.33811
      W.94.72344
      C-31
      N.29.33493
      W.94.72033
      C-32
      N.29.33541
      W.94.73054
      In addition, forty surface grab samples from onshore and offshore of the Gulf beach along west Galveston
      Island were obtained and delivered to RETL by a representative
      of HDR, Inc. The ground surface
      elevations at the offshore grab sample locations are provided in the table below:
      30f6

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      TOE
      N
      ~
      V101
      APPROXI
      MATE
      VIBRACORE
      LOCA
      Tlm~
      (
      1992)
      APPROXIMA
      TE
      SOIL BORING
      LOCATlmJ
      (2008)
      APPROXIMA
      TE
      VIBRACORE
      LOCA
      TlmJ
      (2006)
      ;~~~',::~;~S:e~
      ~~~~~ ~~U~3;)
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      NORTHING
      EASTING
      0
      13,696,434
      3,330,395
      ®
      13,696,162
      3,336,429
      ©
      13,692,769
      3,337,805
      ®
      13,693,282
      3,332.723
      ®
      13,693,492
      3,331,448
      en
      13,694,395
      3,330
      ,426
      ©
      13,695,190
      3,329,078
      ®
      13,695,521
      3,328,798
      0
      13,695,713
      3,328,795
      ®
      13,696,135
      3,328,81
      1
      ©
      13,696,306
      3,329,220
      @
      BR-22
      LEGEND,
      .C32
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      ~J
      BORROW SOURCE AREA
      "
      TOE
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      M
      AGNETOMETER
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      WERE LOCA
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      BY
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      BRUARY 2008
      SOUT
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      JETTY BORROW
      SOURCE AREA
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      WEST GALVESTON ISLAND
      END OF SEAWALL BEACH NOURISHMENT
      ."
      PRELIMINARY
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      LOG
      OF
      BORING
      c-oe
      SHEET 1 of 1
      Rock Engineering & Testing Lab., Inc.
      6817 Leopard SI.
      Corpus Christi, TX 78409
      Telephone: (361) 883-4555
      Fax: (361) 883-4711
      CLIENT:
      HDR, Inc.
      PROJECT: Prop. Large Scale Beach Nourishment Projec
      LOCATION: S. Jetty Borrow Source Area; Galveston, TX
      NUMBER:
      G108558
      DATE(S) DRILLED:
      07/31/08
      -
      07/31/08
      FIELD DATA
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      DRILLING METHOD(S):
      Hollow Stem Auger
      GROUNDWATER INFORMATION:
      SURFACE ELEVATION: -27.1' NAVD
      DESCRIPTION OF STRATUM
      5
      10
      15
      N-7
      25
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      S-4
      35
      N= 2
      N=16
      N=WOH
      38
      CLAYEY SAND, with shell, gray, very moist, soft.
      37 (
      I Same as above, stiff.
      --~-------------------------------
      ,
      26 I SILTY CLAYEY SAND, with shell, gray, moist, loose.
      I SANDY CLAY, with shell, gray, moist, very soft.
      I
      ! Boring was extended to an elevation of -35.1-feet NAVD during
      I
      the drilling operations.
      I
      I
      ! REMARKS:
      i
      '.
      Boring depth and location was determined by HDR, Inc. Boring operations were
      performed by RETL.
      GPS Coord. N, 29.33927 W. 94.71980

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      .
      Geotechnical Engineering
      .
      Construction Materials Testing
      PROJECT NAME:
      West Galveston Island Large Scale Beach Nourishment Project
      CLIENT:
      HDR, Inc.
      BORING ID.:
      C-08
      DESCRIPTION:
      South Jetty Borrow Source Area
      I
      PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
      I
      -27.1' TO -29.1' NAVD
      -31.1' TO -33.1' NAVD
      3.40
      0.08
      ASTM
      %
      FINER BY WEIGHT AFTER REMOVING SHELL
      MESH
      -27.1' TO -29.1' NAVD
      -31.1' TO -33.1' NAVD
      #10
      100.00
      100.00
      #18
      98.10
      99.70
      #35
      97.10
      99.50
      #60
      96.20
      99.10
      #120
      66.20
      67.70
      #170
      42.40
      33.60
      #200
      37.40
      25.60
      STATISTICS (EXCLUDING SHELL)
      MEDIAN GRAIN SIZE
      0.10
      0.11
      (mm)
      MEAN GRAIN SIZE
      N/A
      N/A
      (mm)
      SORTING
      (e)
      N/A
      N/A
      'The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.

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      U,S. SIEVEOPENINGIN INCHES
      I
      U.S. SIEVE NUMBERS
      I
      HYDROMETER
      6
      4
      3
      2 1,5
      13/4
      1/2
      3/8
      3
      6
      8
      1
      014 16
      20 30 40 50
      60
      100
      14
      0200
      100
      I
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      II
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      95
      \
      90
      85
      1\
      80
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      75
      \
      70
      .... 65
      :I:
      Q 60
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      55
      0:
      UJ 50
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      45
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      35
      30
      25
      20
      ,
      15
      10
      5
      0
      100
      10
      . 1
      0.1
      0.01
      0.001
      GRAIN SIZE IN MILLIMETERS
      COBBLES
      GRAVEL
      SAND
      SILT OR CLAY
      coarse
      fine
      coarse
      medium
      I
      fine
      Specimen 10
      Depth
      Classification
      LL
      PL
      PI
      Cc
      Cu
      CoOS
      (-27.1 to -29.
      J'
      NAVD)
      Borrow Area (-27.1' to -29.1' NAVD)
      Specimen 10
      Depth
      0100
      060
      030
      010
      %Gravel
      %Sand
      %Silt
      %Clay
      CoOS
      (-27.1 to -29.
      J'
      NAVD)
      1
      0.115
      0.0
      61.0
      37.0
      GRAIN SIZE DISTRIBUTION
      ~
      •.
      Rock Engineering & Testing Lab., Inc.
      6817
      Leopard SI.
      Project: Prop. Large Scale Beach Nourishment Project
      Corpus Christi, TX