1. 2009-05-04 Anchorage Basin.pdf
      1. C001-5-1-09
          1. Final Boring Logs

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      NOTES:
      1.
      NORTHINGS AND EASTlNGS -'fiE STATE PLANE GRID, NAD'83, TEXAS
      SOUTH CENTRAl... ZONE IN u.S.
      FEET.
      GEOGRAPHIC COORDINATES
      (LAT/LONG) -'fiE IN NAD'83.
      2.
      ElEVA.TlON CONTOURS ARE IN NAW'68 CATUM.
      3.
      ElEVA.TlON CONTOURS BASED ON INFORMATION PROVIDED BY THE
      U.S. ARNY CORPS Of ENGINEERS, GALVESTON DISTRICT. SURVEY
      DATE WAS OCTOBER 2008. ELEVATIONS WERE CONVERTED fRON
      USA.CE fIIlT TO NAW '88 USING THE FOUDWING CORREl..ATlON:
      o NAW .615 - 1.42' NlT.
      4.
      APPROXIMATE LOCATIONS Of POTENTIAL OBSTRUCTIONS BASED ON
      NOM CHNIT 11324. HDR DOES NOT Gl.IARNoITEE ACCURICY OR
      CONPLETENESS Of THESE LOCATIONS.
      ADDmONAL OBSTRUCTIONS
      ARE UKELY TO EXIST.
      LEGEND:
      @
      HISTORICAl... BORING LOCATIONS FRON USACE (1 Sl66)
      @
      -$-
      VlBRACORE LOCATIONS
      APPROXIMATE LDCATION Of POTENTIAL OBSTRUCTION
      (SEE NOTE 4)
      VlBRACORE LOCATION fRON RICE UNIVERSITY
      BOLIVAR ROADS
      GALVESTON ISL»lD
      BORING LOCATION
      SCALE
      o
      soo'
      1600'
      SOUTH JETTY
      APFrn.
      PARK
      TEXAS GENERAL LAND OFFICE
      WEST GALVESTON ISLAND
      END OF SEAWALL NOURISHMENT
      EXHIBIT A -
      GALVESTON ANCHORAGE AREA
      DATE
      4/22/09
      FIGURE
      EX A

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      April 20, 2009
      Attn.: Mr. Daniel Heilman, P.E.
      RETL Job No.: GI09112
      BORING NO.
      AA-OI
      AA-02
      AA-03
      AA-04
      AA-05
      AA-06
      AA-07
      AA-08
      AA-09
      AA-IO
      AA-II
      AA-12
      AA-13
      AA-14
      AA-15
      AA-16
      AA-17
      AA-18
      AA-19
      AA-20
      AA-21
      AA-22
      AA-23
      AA-24
      AA-25
      AA-26
      AA-27
      AA-28
      AA-29
      AA-30
      ANCHORAGE BASIN SAND SOURCE INVESTIGATION
      Anchorage Basin
      Galveston Island, Texas
      GPS COORDINATES
      Northing (Ft.)
      Easting (Ft.)
      13,697
      ,653
      3,316,595
      13,698,267
      3,316,725
      13,698,824
      3,316,993
      13,699,436
      3,317,401
      13,700,293
      3,317,717
      13,697,692
      3,317,372
      13,697,972
      3,317,029
      13,698,396
      3,317,267
      13,698,183
      3,317,733
      13,698,835
      3,317,844
      13,699,483
      3,318,163
      13,700,304
      3,318,392
      13,698,028
      3,318,672
      13,698,747
      3,318,773
      13,699,240
      3,318,962
      13,699,918
      3,319,141
      13,698,322
      3,319,855
      13,699,496
      3,319,957
      13,700,406
      3,320,164
      13,698,014
      3,320,905
      13,698,958
      3,321,049
      13,700,020
      3,321,179
      13,698,522
      3,321,488
      13,698,450
      3,322,163
      13,699,095
      3,322,545
      13,699,510
      3,322,110
      13,699,532
      3,323,082
      13,700,599
      3,324,100
      13,700,790
      3,322,827
      13,700,597
      3,325,148
      LABORATORY TESTING PROGRAM
      In addition to the field investigation, a laboratory testing program was conducted to determine additional
      pertinent engineering characteristics
      of the subsurface materials necessary in analyzing the behavior of the
      subsurface soils for the proposed project.
      30f4

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      . Geotechnical Engineering
      . Construction Materials Testing
      PROJECT NAME: Anchorage Basin Sand Source Investigation
      CLIENT: HDR Engineering, Inc.
      SAMPLE ID.: AA-Ol
      DESCRIPTION: Anchorage Basin Borrow Source Area
      I
      PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
      I
      -38' to -39' NAVD
      29.60
      ASTM
      % FINER BY WEIGHT AFTER REMOVING SHELL
      MESH
      -38' to -39' NAVD
      #10
      100.00
      #18
      37.43
      #35
      17.06
      #60
      10.97
      #70
      9.17
      #100
      4.76
      #120
      2.71
      #170
      0.95
      #200
      0.69
      STATISTICS (EXCLUDING SHELL)
      MEDIAN GRAIN
      1.30
      SIZE
      (mm)
      MEAN GRAIN SIZE
      0.84
      (mm)
      SORTING (a)
      0.68
      *The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.
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      U,S. SIEVE OPENING IN INCHES
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      U.S. SIEVE NUMBERS
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      HYDROMETER
      6
      4
      3.
      2 1.5
      1
      3/4
      1/2
      3/8
      3
      6
      8
      10
      14
      16
      20 30 40
      50 60 100
      140
      200
      100
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      GRAIN SIZE IN MILLIMETERS
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      COBBLES
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      GRAVEL
      SAND
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      SILT OR CLAY
      is
      coarse
      fine
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      Specimen 10
      Depth
      Classification
      LL
      PL
      PI
      Cc
      Cu
      ~
      '3.
      AA-01
      (-3~'
      to -39' NAVDl
      Borrow Area (-38' to -39' NAVD)
      1.65 7.06
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      Specimen 10
      Depth
      0100
      060
      030
      010
      %Gravel %Sand
      %Silt I %Clay
      ~
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      :::.
      AA-01
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      (-38' to -39' NAVD)
      2
      1.607
      0.777
      0.228
      0.0
      0
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      GRAIN SIZE DISTRIBUTION
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      •.
      Rock Engineering & Testing Lab., Inc.
      w
      6817 Leopard St.
      Project: Anchorage Basin Sand Source Investigation
      ~
      ~
      Corpus Christi, TX 78409
      ~
      Telephone: (361) 883-4555
      Location:
      Anchorage Basin; Galveston, Texas
      <i
      Fax: (361) 883-4711
      "
      Number: G109112
      ~
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      SHEET1 QF Z
      CLIENT:
      HDR Engineering, Inc.
      I
      Rock Engineering & Testing Lab" Inc.
      6817 Leopard St.
      Corpus Christi, TX 78409
      Telephone: (361) 883-4555
      Fax: (361) 883-4711
      PROJECT:
      Anchorage Basin Sand Source Investigation
      LOCATION:
      Anchorage Basin; Galveston, Texas
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