-===
    Pro'fessional Service Industries
    =======================
    It
    is to be noted that, whereas the test borings are drilled and sampled by experienced
    drillers, it is sometimes difficult to record changes in stratification within narrow limits.
    In the absence
    of foreign substances, it is also difficult to distinguish between discolored
    soils and clean soil fill.
    Soil Conditions
    Boring B-1 - The subsurface soil conditions consist
    of an upper stratum of fine sand,
    an intermediate stratum of clayey sand, and a deeper stratum of silty clay.
    From the mudline
    to an approximate depth of six (6) feet, an upper stratum of
    medium sand with shells was encountered. Standard penetration values (N) obtained within
    these soils ranged from one (1) to four (4) blows per foot. These soils are non-plastic and
    contain between 12 and
    23 percent silt and clay size particles as indicated by minus #200
    sieve tests.
    From six (6) feet below the mudline, to a depth
    of 7.5 feet, an intermediate stratum
    of clayey sand was encountered. A standard penetration value (N) obtained within these
    soils
    was two (2) blows per foot. These soils contain approximately 42 percent silt and clay
    size particles as indicated by minus
    #200 sieve tests.
    From 7.5 feet below the mudline and extending
    to a depth of nine (9) feet, a stratum
    of silty clay was encountered. A standard penetration value (N) obtained within these soils
    was four (4) blows per foot. These soils are high in plasticity as indicated by an Atterberg
    limit test. The tested liquid limit was 53 percent and plasticity index
    (PI) was 31. These
    soils contain approximately 22 percent sand size particles as indicated by a minus
    #200 sieve
    test.
    Boring B-2 - The subsurface soil conditions consist
    of an upper stratum of fme sand,
    intermediate strata
    of clayey sand and silty clay, and a deeper stratum of sandy clay.
    From the mudline
    to
    an approximate depth of six (6) feet, an upper stratum of fine
    sand was encountered. Standard penetration values (N) obtained within these soils ranged
    from zero (0) to one (1) blow per foot. These soils are non-plastic and contain between five
    (5) and 14 percent silt and clay size particles as indicated by minus #200 sieve tests.
    From six (6) feet below the mudline, to a depth
    of 10.5 feet, intermediate strata of
    clayey sand and silty clay were encountered. Standard penetration values (N) obtained
    within these soils ranged from one (1)
    to
    11 blows per foot. These soils are low in
    plasticity as indicated by Atterberg limit tests. Liquid limits ranged from 24 to 27 percent
    and plasticity indicies
    (PI) ranged from seven (7) to 12.
    5
    ,.
    ,.

    PROFESS: NAL SERVICE INDUSTRII
    RECORD OF SUBSURFACE EXPLORATION
    Boring:
    B-1
    INC.
    .,ject Name:
    1995 Marina Dredging Project
    Date of Boring:
    .t
    s~
    e:
    T-Hea
    d
    s - Cor2us
    Chr~st~f
    Texas
    Proj ect No.:
    DESCRIPTION
    DEPTH
    SAMPLE
    N
    Qu
    Qp
    SURFACE
    c-
    -
    -
    Water
    -
    -
    -
    -
    -
    I
    5
    I
    -
    -
    -
    -
    -
    Mudline
    =
    8.5 feet below water surface
    -
    I-
    MEDIUM SAND, some cLay,
    with shells, gray, wet,
    -
    very loose.
    S5.1
    2
    I
    10
    I
    I-
    -
    S5-2
    1
    I-
    -
    Same as above,
    Loose.
    55-3
    4
    I-
    MEDIUM SAND, with clay, with shells, gray, wet,
    --
    very loose.
    -
    55-4
    1
    II
    15
    I
    . CLAYEY SAND, gray, wet, very loose •
    S5-5
    2
    - SILTY CLAY, with sand, gray, very moist,
    firm,
    (tH)
    -
    55-6
    4
    1.0
    -
    Total Depth of Boring
    =
    17.5 ft below water surface
    -
    -
    -
    I
    20
    I
    -
    -
    -
    -
    -
    -
    -
    -
    I
    I
    -
    -
    -
    -
    -
    -
    -
    -
    I
    I
    -
    -
    -
    -
    -
    I-
    -
    November 16. 1995
    326-55415
    Me
    REMARKS
    -
    -
    -
    -
    I
    -
    -
    -
    -.
    35.2
    -#200~12"
    I
    34.0
    -
    -
    34.6
    -#200~18"
    -
    34.4
    -#200~23"
    -
    32.9
    -#200~42%
    I
    -
    -#200~78"
    32_6
    LL=53%
    -
    PI=31
    -
    -
    I
    -
    -
    -
    -
    I
    -
    -
    -
    -
    I
    -
    -
    -
    -

    _A
    J:
    111 60-01
    :lient 10: B-1 Compo
    .:l.nalyte
    3enzene
    roluene
    ::thylbenzene
    Total Xylenes
    rotal VOAs
    MTBE
    il..nalyte
    Total Recoverable
    Petroleum Hydrocarbons
    Results
    <10
    <10
    <10
    <10
    <10
    <10
    Results
    17.0
    PURGEABLE AROMATICS
    Units
    Method
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    Units
    Method
    mg/kg
    EPA 418.1
    MOL/OF
    1011
    10/1
    1011
    1011
    -/-
    10/1
    Analysis Data
    11/20/95
    PSI/Corpus Christi
    3B5-5P196-0024
    Page 2 of 17
    Matrix:
    Soil
    LOW LEVEL
    Extraction Date:
    NA
    Analysis Date:
    11/28/95
    Analyst: WH
    Analyst
    MOL
    RM
    10.0
    I
    I
    I

    PSI/Corpus Christi
    385-5P196-0024
    Page 3 of 17
    _A ...
    ,f:
    111 60-01
    BASE/NEUTRAL ANO ACID EXTRACTABLES BY GC/MS
    :lient 10:
    B-1 Comp,
    Matrix: Soil
    .l.nalyte
    Results
    Units
    Method ..
    MOL/OF
    1ASE NEUTRAL
    EXTRACTABLES
    N-Nitrosodimethylamine
    <330
    ug/kg
    SW 8270
    330/1
    qis
    (2-chloroethyl) ether
    <330
    ug/kg
    SW 8270
    330/1
    1,3-Dichlorobenzene
    <330
    ug/kg
    SW 8270
    330/1
    Extraction Date:
    1,4-Dichlorobenzene
    <330
    ug/kg
    SW 8270
    330/1
    11/20/95
    Benzyl alcohol
    <330
    ug/kg
    SW 8270
    330/1
    Analysis Date:
    1,2-Dichlorobenzene
    <330
    ug/kg
    SW 8270
    330/1
    11/22/95
    3is (2-chloroisopropyl) ether
    <330
    ug/kg
    SW 8270
    330/1
    Analyst:
    SP
    N-Nitroso di-n-propyl amine
    <330
    ug/kg
    SW 8270
    330/1
    '-Iexachloroethane
    <330
    ug/kg
    SW 8270
    330/1
    'IIitrobenzene
    <330
    ug/kg
    SW 8270
    330/1
    Isophorone
    <330
    ug/kg
    SW 8270
    330/1
    Bis (2-choloroethoxy) methane
    <330
    ug/kg
    SW B270
    330/1
    .'
    1,2,4-Trichlorobenzene
    <330
    ug/kg
    SW 8270
    330/1
    Naphthalene
    <330
    ug/kg
    SW 8270
    330/1
    4-Chloroaniline
    <330
    ug/kg
    SW 8270
    330/1
    Hexachlorobutadiene
    <330
    ug/kg
    SW 8270
    330/1
    2-Methylnaphthalene
    <330
    ug/kg
    SW 8270
    330/1
    Hexachlorocyclopentadiene
    <330
    ug/kg
    SW 8270
    330/1
    2
    !oronaphthalene
    <800
    ug/kg
    SW 8270
    800/1
    2-I'IIftroaniline
    <330
    ug/kg
    SW 8270
    330/1
    Dimethylphthalate
    <330
    ug/kg
    SW 8270
    330/1
    2,4-Dinitrotoluene
    <330
    ug/kg
    SW 8270
    330/1
    Acenaphthylene
    <330
    ug/kg
    SW 8270
    330/1
    3-Nitroaniline
    <800
    ug/kg
    SW 8270
    80011
    Acenaphthene
    <330
    ug/kg
    SW 8270
    330/1
    Dibenzofuran
    <330
    ug/kg
    SW 8270
    330/1
    2,6-Dinitrotoluene
    <330
    ug/kg
    SW 8270
    330/1
    Fluorene
    <330
    ug/kg
    SW 8270
    330/1
    4-Chloro phenyl phenyl ether
    <330
    ug/kg
    SW 8270
    330/1
    4-Nitroaniline
    <800
    ug/kg
    SW 8270
    800/1
    . Diethyl phthalate
    <330
    ug/kg
    SW 8270
    330/1
    Di-n-Butylphthalate
    <330
    ug/kg . SW 8270
    330/1
    . N-Nitrolsodiphenylamine
    <330
    ug/kg
    SW 8270
    330/1
    4-Bromo phenyl phenyl ether
    <330
    ug/kg
    SW 8270
    330/1
    Hexachlorobenzene
    <330
    ug/kg
    SW 8270
    330/1
    . Phenanthrene
    <330
    ug/kg
    SW 8270
    330/1
    Anthracene
    <330
    ug/kg
    SW 8270
    330/1
    Fluoranthene
    <330
    ug/kg
    SW 8270
    330/1
    . Pyrene
    <330
    ug/kg
    SW 8270
    330/1
    Butylbenzyl phthalate
    <330
    ug/kg
    SW 8270
    330/1
    Benzo (al anthracene
    <330
    ug/kg
    SW 8270
    330/1
    Chrysene
    <330
    ug/kg
    SW 8270
    330/1
    Bis (2-ethylhexyl) phthalate
    < 33()'
    ug/kg.
    SW 8270
    330/1
    ~
    .,. -Dichlorobenzedine
    <330
    ug/kg
    SW 8270
    330/1
    : l-Octylphthalate
    <330
    ug/kg
    SW 8270
    330/1
    Benzo- (bl fluoranthene
    <330
    ug/kg
    SW 8270
    330/1
    (continuedl
    L ...
    ~il
    ';
    ~-
    .

    PSI/Corpus Christi
    385-5P196-0024
    Page 4 of 17
    ~I
    I: 11160-01
    BASE/NEUTRAL AND ACID EXTRACTABLES BY GC/MS (cont.)
    Client ID:
    B-1 Compo
    Matrix: Soil
    l.nalyte
    Results
    Units
    Method
    MOL/OF
    SASE
    NEUTRAL EXTRACTABLES
    3enzo (k) fluoranthene
    <330
    ug/kg
    SW 8270
    330/1
    Senzo- (a) pyrene
    <330
    ug/kg
    SW 8270 330/1
    ndo (1,2,3-cd) pyrene
    <330
    ug/kg
    SW 8270
    330/1
    :Jibenzo (a,h) anthracene
    <330
    ug/kg
    SW 8270
    330/1
    Senzo (g,h,i)
    perylene
    <330
    ug/kg
    SW 8270 330/1
    AC/D EXTRACTABLES
    ?henol
    <330
    ug/kg
    SW 8270
    330/1
    2-Chlorophenol
    <330
    ug/kg
    SW 8270
    330/1
    2-Methylphenol
    <330
    ug/kg
    SW 8270
    330/1
    4-Methylphenol
    <330
    ug/kg
    SW 8270
    330/1
    2-Nitrophenol
    <330
    ug/kg
    SW 8270
    330/1
    2,4-Dimethylphenol
    <330
    ug/kg
    SW 8270
    330/1
    Benzoic acid
    <330
    ug/kg
    SW 8270
    330/1
    2,4-Dichlorophenol
    <330
    ug/kg
    SW 8270
    330/1
    4-Chloro-3-methylphenol
    <330
    ug/kg
    SW 8270
    330/1
    ? .
    6- Trichlorophenol
    <330
    ug/kg
    SW B270
    33011
    :..
    .5-Trichlorophenol
    <330
    ug/kg
    SW 8270
    330/1
    2,4-Dinitrophenol
    <800
    ug/kg
    SW 8270
    800/1
    4-Nitrophenol
    <800
    ug/kg
    SW 8270
    800/1
    4,6-Dinitro-2-methyl phenol
    <800
    ug/kg
    SW 8270
    800/1
    Pentachlorophenol
    <800
    ug/kg
    SW 8270
    800/1
    PESTICIDES
    Alpha-SHC
    <330
    ug/kg
    SW 8270
    330/1
    Seta-SHC
    <330
    ug/kg
    SW 8270
    330/1
    Gamma-SHC
    <330
    ug/kg
    SW 8270
    330/1
    Delta-SHC
    <330
    ug/kg
    SW 8270
    330/1
    Heptachlor
    <330
    ug/kg
    SW 8270
    33011
    Aldrin
    <330
    ug/kg
    SW 8270
    330/1
    Heptachlor epoxide
    <330
    ug/kg
    SW 8270
    330/1
    Endosulfan I
    <330
    ug/kg
    SW 8270
    330/1
    Dieldrin
    <330
    ug/kg
    SW 8270
    330/1
    4,4'-DDE
    <330
    ug/kg
    SW 8270
    330/1
    Endrin
    <330
    ug/kg
    SW 8270
    330/1
    Endosulfan II
    <330
    ug/kg
    SW 8270
    330/1
    , 4,4'-DDD
    <330
    ug/kg
    SW 8270
    330/1
    Endrin aldehyde
    <330
    ug/kg
    SW 8270
    330/1
    Endosulfan. sulfate
    <330
    ug/kg
    SW 8270
    330/1
    4,4'-DDT
    <330
    ug/kg
    SW 8270
    330/1
    F.,drin Ketone
    <330
    ug/kg
    SW 8270
    330/1
    thoxychlor
    <330
    ug/kg
    SW 8270
    330/1
    l"'~;l
    I:!._.

    PROFESS: NAL SERVICE INDUSTRII
    RECORD OF SUBSURFACE EXPLORATION
    Boring:
    B-1
    INC.
    .,ject Name:
    1995 Marina Dredging Project
    Date of Boring:
    .t
    s~
    e:
    T-Hea
    d
    s - Cor2us
    Chr~st~f
    Texas
    Proj ect No.:
    DESCRIPTION
    DEPTH
    SAMPLE
    N
    Qu
    Qp
    SURFACE
    c-
    -
    -
    Water
    -
    -
    -
    -
    -
    I
    5
    I
    -
    -
    -
    -
    -
    Mudline
    =
    8.5 feet below water surface
    -
    I-
    MEDIUM SAND, some cLay,
    with shells, gray, wet,
    -
    very loose.
    S5.1
    2
    I
    10
    I
    I-
    -
    S5-2
    1
    I-
    -
    Same as above,
    Loose.
    55-3
    4
    I-
    MEDIUM SAND, with clay, with shells, gray, wet,
    --
    very loose.
    -
    55-4
    1
    II
    15
    I
    . CLAYEY SAND, gray, wet, very loose •
    S5-5
    2
    - SILTY CLAY, with sand, gray, very moist,
    firm,
    (tH)
    -
    55-6
    4
    1.0
    -
    Total Depth of Boring
    =
    17.5 ft below water surface
    -
    -
    -
    I
    20
    I
    -
    -
    -
    -
    -
    -
    -
    -
    I
    I
    -
    -
    -
    -
    -
    -
    -
    -
    I
    I
    -
    -
    -
    -
    -
    I-
    -
    November 16. 1995
    326-55415
    Me
    REMARKS
    -
    -
    -
    -
    I
    -
    -
    -
    -.
    35.2
    -#200~12"
    I
    34.0
    -
    -
    34.6
    -#200~18"
    -
    34.4
    -#200~23"
    -
    32.9
    -#200~42%
    I
    -
    -#200~78"
    32_6
    LL=53%
    -
    PI=31
    -
    -
    I
    -
    -
    -
    -
    I
    -
    -
    -
    -
    I
    -
    -
    -
    -

    _A
    J:
    111 60-01
    :lient 10: B-1 Compo
    .:l.nalyte
    3enzene
    roluene
    ::thylbenzene
    Total Xylenes
    rotal VOAs
    MTBE
    il..nalyte
    Total Recoverable
    Petroleum Hydrocarbons
    Results
    <10
    <10
    <10
    <10
    <10
    <10
    Results
    17.0
    PURGEABLE AROMATICS
    Units
    Method
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    ug/kg
    SW 8020
    Units
    Method
    mg/kg
    EPA 418.1
    MOL/OF
    1011
    10/1
    1011
    1011
    -/-
    10/1
    Analysis Data
    11/20/95
    PSI/Corpus Christi
    3B5-5P196-0024
    Page 2 of 17
    Matrix:
    Soil
    LOW LEVEL
    Extraction Date:
    NA
    Analysis Date:
    11/28/95
    Analyst: WH
    Analyst
    MOL
    RM
    10.0
    I
    I
    I

    PSI/Corpus Christi
    385-5P196-0024
    Page 3 of 17
    _A ...
    ,f:
    111 60-01
    BASE/NEUTRAL ANO ACID EXTRACTABLES BY GC/MS
    :lient 10:
    B-1 Comp,
    Matrix: Soil
    .l.nalyte
    Results
    Units
    Method ..
    MOL/OF
    1ASE NEUTRAL
    EXTRACTABLES
    N-Nitrosodimethylamine
    <330
    ug/kg
    SW 8270
    330/1
    qis
    (2-chloroethyl) ether
    <330
    ug/kg
    SW 8270
    330/1
    1,3-Dichlorobenzene
    <330
    ug/kg
    SW 8270
    330/1
    Extraction Date:
    1,4-Dichlorobenzene
    <330
    ug/kg
    SW 8270
    330/1
    11/20/95
    Benzyl alcohol
    <330
    ug/kg
    SW 8270
    330/1
    Analysis Date:
    1,2-Dichlorobenzene
    <330
    ug/kg
    SW 8270
    330/1
    11/22/95
    3is (2-chloroisopropyl) ether
    <330
    ug/kg
    SW 8270
    330/1
    Analyst:
    SP
    N-Nitroso di-n-propyl amine
    <330
    ug/kg
    SW 8270
    330/1
    '-Iexachloroethane
    <330
    ug/kg
    SW 8270
    330/1
    'IIitrobenzene
    <330
    ug/kg
    SW 8270
    330/1
    Isophorone
    <330
    ug/kg
    SW 8270
    330/1
    Bis (2-choloroethoxy) methane
    <330
    ug/kg
    SW B270
    330/1
    .'
    1,2,4-Trichlorobenzene
    <330
    ug/kg
    SW 8270
    330/1
    Naphthalene
    <330
    ug/kg
    SW 8270
    330/1
    4-Chloroaniline
    <330
    ug/kg
    SW 8270
    330/1
    Hexachlorobutadiene
    <330
    ug/kg
    SW 8270
    330/1
    2-Methylnaphthalene
    <330
    ug/kg
    SW 8270
    330/1
    Hexachlorocyclopentadiene
    <330
    ug/kg
    SW 8270
    330/1
    2
    !oronaphthalene
    <800
    ug/kg
    SW 8270
    800/1
    2-I'IIftroaniline
    <330
    ug/kg
    SW 8270
    330/1
    Dimethylphthalate
    <330
    ug/kg
    SW 8270
    330/1
    2,4-Dinitrotoluene
    <330
    ug/kg
    SW 8270
    330/1
    Acenaphthylene
    <330
    ug/kg
    SW 8270
    330/1
    3-Nitroaniline
    <800
    ug/kg
    SW 8270
    80011
    Acenaphthene
    <330
    ug/kg
    SW 8270