Report No. 1600-0129
VICINITY MAP
CORPUS CHRISTI SHIP CHANNEL AND
LA QUINTA CHANNEL PROPOSED EXTENSION
o
12nOO
24000 FEET
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PLATE 1
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Report No. 1600-0129
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PLAN OF BORINGS
OXYCHEMICALS. INCORPORATED
o
1000
2000 FEET
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PLATE 11
•
LOG OF
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La l.lUlma
Extension
PROJECT NO.
1600-0129
BORtNGNO.
L-27
CLIENT:
Port of Corpus Christi Authority
DATE
6/1/2000
Corpus Christi, Texas
ELEV,
-7,6 ft (MLT)
1
SHEET 1 of 1
FIELD DATA
LABORATORY DATA
j MelHUU (S):
"~I;;ITS
i%j
Wet Rotat;'
;;-
(;Rnl
I let<
...
IIIUN:
~
!z
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W
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Qi
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t::
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ro
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iii
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f-
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z
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Cz
Z
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c.
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>-:>
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it
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c
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LL PL PI
CC.
:Ii
~~~~'?IPTION
OF STRATUM
N=3
~6
-
1- -
-
f--9~
-
...
-
-
f- -
I--
Silty clay, gray, soft, with shell
"d~"'""".
f---
- Clay, brown,
Stiff~
(el)- -
- - - - - -
------
P=1.2
22
106
1.7
• 5 •
-with ferrous stains, 3' to 5'.
10.
P=1.5**
48
15
33
-with sand pockets, 8' to 10',
- P;(s
-
f-
- -
1- --
f- -
1- -
f--
1- ------------
----------
.. 15.
i 20
Sandy clay, brown and gray, stiff.
.. 20.
P=1.8*"
20
-with calcareous nodules, 18' to 20',
.25.
P=1.2
17
23
18
5
113
1.4
(Cl-Ml)
I
J .
." 30.
N=18
17
Silty sand, brown and gray,
"35.
N=25
-with clay pockets, 34' to 40'.
..40.
N=23
.45 •
N=50
23
-dense, below 43'.
•
50
TOTAL DEPTH = 50 FT (Below
1
I
.55.
NOTES:
1) Coordinates: N 805793; E 2394395
.60.
2) Depth of water = 10.0 ft
3) Tide elevation = 2.4 ft (MLT)
4) All borings are depth below mudline, not depth below MlT.
•
65.
"analytical testing performed on sample.
~.70
N - STANDARD PENETROMETER TEST RESISTANCE
REMARKS:
P - POCKET PENETROMETER RESISTANCE
Logger: C. Gaskin
Driller: M. Webb
PLATE 17
:
T - POCKET TORVANE SHEAR STRENGTH
FUGRO SOUTH INC. - Gulf Coa
sin
-
!
U
st Te t 9
! I
Report No. 1600-0129-2
TERMS AND SYMBOLS USED ON BORING LOGS FOR SOIL
SOIL TYPES
~
CH, fat clays
m
SC, clayey sands
~
Ge, clayey gravels
~
el,
lean clays
rn
SM, silty sands
~
GM, silty gravels
ill]]
ML, silts
B
SW, well-graded
...
sands
~
GW, well-graded
~
Fill, unclassified
D
SP, poorly-graded
~
GP, poorly-graded
gravels
sands
gravels
SOIL GRAIN SIZE
u.s. STANDARD SIEVE
6.
3"
3/4"
4
10
40
200
I
FINE
I
BOULDERS I COBBLES I
GRAVEL
I
SAND
COARSE
FINE
COARSE
MEDIUM
I
SILT
152
76.2
19.1
4.76
2.00
0.420
0.074
0,002
SOIL GRAIN SIZE IN MILLIMETERS
CONSISTENCY OF COHESIVE SOILS (')
UNDRAINED
CONDITION
OF GRANULAR SOILS
('l
CONSISTENCY
SHEAR STRENGTH
NUMBER OF.BLOWS
RELATIVE
Very Soft
Soft
Firm
Stiff
Very Stiff
Hard
Kips Per Sq. Ft.
Less Than 0.25
0.25 to 0.50
0.5
to 1.00
1.00
to 2.00
2.00
to 4.00
greater than 4.00
PER FT.. N
DENSITY
0-4
Very Loose
4-10
Loose
10-30
Medium
30-50
Dense
Over 50
Very Dense
STRUCTURE
(1)
MOISTURE
DESCRIPTION
Stratified
Laminated
Fissured
Slickensided
Blocky
Lensed
REFERENCES:
1) ASTM D 2488
CRITERIA
Alternating layers of varying
material or color
with layers at
least 6 mm thick.
Alternating layers of varying
material or color
with the layers
less than 6 mm thick.
Breaks along definite planes of
fracture with little resistance
to
fracturing.
Fracture planes appear polished
or glossy, sometimes striated.
Cohesive soil that
can be broken
down into small angular lumps
which resist further breakdown.
Inclusions of small pockets of
different soils.
Dry
-No water evident in sample; fines less than
plastic limit.
Moist
-Sample feels damp; fines near the plastic
limit
Very Moist
-Water visible on sample: fines greater than
plastic limit and less than liquid limit
Wet
-Sample bears free water; fines greater than
liquid limit
Parting
Seam
Layer
Trace
Few
Little
Some
INCLUSIONS (1)
-Inclusion
<1/8"
thick extending through
sample.
-Inclusion
1/8" to 3" thick extending through
sample.
-Inclusion
>3" thick extending through
sample.
-<5% of sample.
-5%
to 10% of sample.
-10
to 25 % of sample.
-30% to
45% of sample.
2) Peck, Hanson, and Thornburn, (1974),
Foundation Engineering.
Information
on each boring log is a compilation of subsurface conditions and soil and rock
classifications obtained
from the field as well as from laboratory testing of samples. Strata
have been interpreted by commonly accepted procedures. The stratum lines on the logs
may
be transitional and approximate in nature. Water level measurements refer only to
those observed at the times and places indicated, and may vary with time, geologic
condition or construction activity.
FUGRO SOUTH, INC.
. I __
(~T\
L~<j
PLATE 19
l-------------------------==---
I Report No. 1600-0129-2
Summary of Results. LaQuinta Ship Channel
Boring No.
L.24
L.27
L.27
L.30
L.30
Sample Depth Below
Mudline
(tt)
20
10
19
9
19
Sample Elev. (MLT)
.32.8
.17.6
.26.6
.16.5
.26.5
COE Station
NA*
NA*
NA*
NA*
NA*
AI
(mg/kg)
13683.6
18776.7
10774.9
16689.6
14016.4
Ba
(mg/kg)
25.3
19.5
7.9
52.1
17.7
Ar
(mg/kg)
2.2
6.0
2.2
7.1
4.8
Cd
(mg/kg)
0.088
0.157
0.0295
0.1954
0.0297
Cr
(mg/kg)
18.74
27.97
23.32
26.87
30.14
Cu
(mg/kg)
3.36
5.51
2.84
4.63
4.23
Pb
(mg/kg)
4.8
4.4
2.5
4.6
6.2
Mn
(mg/kg)
166.2
188.4
76.7
208.6
145.8
Hg
(mg/kg)
0.00855
NO
NO
NO
0.0065
Ni
(mg/kg)
7.00
6.03
6.28
6.54
7.47
Se
(mg/kg)
NO
NO
NO
NO
NO
Ag
(mg/kg)
NO
NO
NO
NO
NO
Zn
(mg/kg)
12.8
37.8
23.5
37.4
28.3
Fe
(mg/kg)
15671.8
18285.7
12944.8
18366.9
19131.1
TOC (wt.%)
10.5
4.0
8.06
8.2
10.7
AVS
(mg/kg)
NO
NO
NO
NO
NO
'Stationing for borings along LaQuinta Ship Channel Extension were not provided to Fugro
South at the time of completion of this report.
PLATE 21
l
GAa
I
FUGRO SOUTH, INC.
GULF COAST TESTING LABORATORY
1205 NORTH TANCAHUA
CORPUS CHRISTI, TEXAS 78401
PHONE (361) 882-5411
FAX (361) 883-7133 or 882-4028
RESULT OF TESTS
i
PROJECT:
CHANNEL IMPROVEMENT PROJECT
REPORT DATE:
08-02-00
SAMPLE No_ 4 - DEPTH 10 FT.
CLIENT NUMBER:
000709
CLAY
JOB NUMBER:
00-0022
BORING L-27
REPORT NUMBER:
07021-02W
DATE SAMPLED:
06-01-00
FOR:
PORT OF CORPUS CHRISTI AUTHORITY
DATE RECEIVED:
06-06-00
RECEIVED BY:
SD
REPORTED TO:
SAME - MR. DAVID KRAMS, P. E.
SAMPLE NUMBER:
0622121-2
PARAMETER
RESULTS
UNITS
RDL
METHOD
TlMEIDATE
ANALYST
Aluminum
18776.7
mglkg
1.0
EPA 202.1
1000/07-05-00
SO
Barium
19.5
mglkg
0.5
EPA 208.2
1100/07-05-00
SO
I I
Arsenic
6.0
mglkg
.001
EPA 200.8
1000/07-10-00
LAB
Cadmium
,
.1570
mglkg
.001
EPA 213.2
1300/07-05-00
SO
Chromium
27.97
mglkg
.001
EPA 218.2
1000/06-30-00
SO
:-,] Copper
5.51
mglkg
.002
EPA 220.2
1300/06-29-00
SO
Lead
4.4
mglkg
.001
EPA 239.2
1100/06-30-00
SO
Manganese
188.4
mglkg
0.10
EPA 243.1
1400/07-05-00
SO
Mercury
ND
mglkg
.0050
EPA 7470A
1400/07-19-00
LAB
Nickel
6.03
mglkg
.001
EPA 249.2
1300/06-30-00
SO
Selenium
ND
mglkg
.015
EPA 208.2
1000/07-06-00
SO
Silver
ND
mglkg
.001
EPA 272.2
1400/06-29-00
SD
Zinc
37.8
mg/kg
.025
EPA 289.1
1400/06-30-00
SD
Iron
18285.7
mg/kg
.010
EPA 236.1
1600/07-05-00
SD
Total Organic Carbon
4.0
wt.%
0.1
EPA 415.1
1000/08-01-00
LAB
Acid Volatile Sulphides
ND
mg/kg
0.5
EPA-AVS
0800/08-02-00
LAB
COMMENTS:
Acid Digestion performed OD sample
SD/mj
, j
TilE TEST RESULTS RELATE TO TUE SAMI'Ll, TESTED AND NO OTUER REFERENCE SHALL BE MADE.
TillS REPORT SIIALL NOT III, ItEl'ltollIJClm. EXCEI'T IN I'IILI" WITUOUT TilE WRITTEN APPROVAL OF TIlE LAUOIIATORY.
D' A
TC 'H
~l
I
FUGRO
SOUTH,
INC.
GULF
COAST
TESTING
LABORATORY
1205
NORTH
TANCAHUA
CORPUS
CHRISTI,
TEXAS
78401
PHONE
(361)
882-5411
FAX
(361)
883.7133
or
882-4028
RESULT
OF
TESTS
PROJECT:
CHANNEL
IMPROVEMENT
PROJECT
REPORT
DATE:
08.02.00
SAMPLE
No.8
-
DEPTH
19
FT.
CLIENT
NUMBER:
000709
SANDY
CLAY
JOB
NUMBER:
00.0022
BORING
L-27
REPORT
NUMBER:
07021.03W
DATE
SAMPLED:
06-01-00
FOR:
PORT
OF
CORPUS
CHRISTI
AUTHORITY
DATE
RECEIVED:
06.06.00
RECEIVED
BY:
SD
REPORTED
TO:
SAME
-
MR.
DAVID
KRAMS,
P.
E.
SAMPLE
NUMBER:
0622121.3
I
PARAMETER
RESULTS
UNITS
RDL
MEmOD
TIMElDATE
ANALYST
Aluminum
10774.9
mg/kg
1.0
EPA202.1
.
1300/07.05.00
SD
Barium
7.9
mg/kg
0.5
EPA
208.2
1100/07.05-00
SD
Arsenic
2.2
mg/kg
.001
EPA
200.8
1000/07.10.00
LAB
Cadmium
.0295
mg/kg
.001
EPA
213.2
1300/07.05.00
SO
Chromium
23.32
mg/kg
.001
EPA
218.2
1000/06-30-00
SO
Copper
2.84
mg/kg
.002
EPA
220.2
13
00/06.29.00
SO
Lead
2.5
mg/kg
.001
EPA
239.2
11
00/06.30.00
SO
Manganese
76.7
mg/kg
0.10
EPA
243.1
1400/07.05.00
SD
Mercury
ND
mg/kg
.005
EPA
7470A
1400/07.19.00
LAB
Nickel
6.28
mg/kg
.001
EPA
249.2
1300/06.30.00
SD
Selenium
NO
mg/kg
.015
EPA
208.2
1000/07-06-00
SO
Silver
NO
mglkg
.001
EPA
272.2
1400/06-29-00
SO
Zinc
23.5
mg/kg
.025
EPA289.1
1400/06-30-00
SO
Iron
12944.8
mg/kg
.010
EPA
236.1
1600/07-05-00
SO
Total
Organic
Carbon
8.06
wt.%
0.1
EPA415.1
1000/08-01-00
LAB
Acid
Volatile
Sulphides
ND
mg/kg
0.5
EPA-AVS
0800/08-02-00
LAB
COMMENTS:
Acid
Digestion
performed
on
sample
SO/mj
. j
TilE
TEST
RESULTS
RELATE
TO
TIlE
SAMI'LE
TESTED
AND
NO
OTlJER
REFERENCE
SHALL
BE
MADE.
....
m'\.
""ror.l)'1'
1M
mlf.
\l"'1'nnITT
Tn
...
\vIHTTRN
APPIlOVAL
OFTItE
LAnORATORV.
Cli
ATe
"1")
l
FUGRO SOUTH, INC
QUALITY CONTROL
1
QUAUTY ASSURANCE
Total
AI
EPA 202.1
Sample
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
LOT
#
07-0-5-00
Standard
113.500
100.000
ppm
12.6
L029524
Standard
147.850
150.000 ppm
-1.4
L029524
Standard
192.530
200.000 ppm
-3.8
L029524
Standard
98.430
100.000 ppm
-1.6
L029524
LCS
155.800
150.000 ppm
3.8
996368.18
Blank
0.0
0622121
Dupe
11326.600
10223.100
10.2
FUGRO SOUTH, INC
QUALITY CONTROL
1
QUAUTY ASSURANCE
Total
Ba
EPA208.2
1-'
Sample
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
7/5/00
Standard
1.000
1.000 ppm
0.0
Standard
0.970
1.000 ppm
-3.0
Standard
2.000
2.000 ppm
0.0
Standard
2.030
2.000
ppm
1.5
LCS
1.120
1.000
ppm
11.3
Blank
0.0
Spike
0.970
97.0
0622121
Dupe
7.900
7.800
1.3
-
PLATE 35
1
FUGRO
SOUTH,
INC
QUALITY
CONTROL
I
QUALITY
ASSURANCE
Total
Cd
EPA
213.2
Sample
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
7/5/00
Standard
4.000
4.000
ug/L
0.0
Standard
2.300
2.000
ug/L
14.0
Standard
3.400
3.000
ug/L
12.5
Standard
4.600
4.000
ug/L
14.0
LCS
4.400
4.000
ug/L
9.5
Blank
622121
Spike
4.600
112.5
0622121
Dupe
0.200
0.300
-40.0
FUGRO
SOUTH,
INC
QUALITY
CONTROL
I
QUALITY
ASSURANCE
Total
Cr
EPA
218.2
Sample
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
6/30/00
Standard
4.900
5.000
ug/L
-2.0
Standard
9.900
10.000
ug/L
-1.0
Standard
20.000
20.000
ug/L
0.0
Standard
25.100
25.000
ug/L
0.4
Standard
8.800
10.000
ug/L
-12.8
Standard
18.100
20.000
ug/L
-10.0
LCS
18.300
20.000
ug/L
-8.9
Blank
0.0
Spike
18.600
89.9
0622121
Dupe
35.280
34.560
2.1
PLATE
36
FUGRO SOUTH, INC
QUAUTYCONTROL/QUAUTYASSURANCE
Total
Cu
EPA 220.2
Sample
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
6/29/00
Standard
5.000
5.200 uglL
-3.9
Standard
10.000
10.800 uglL
-7.7
Standard
20.000
22.800 uglL
-13.1
Standard
25.000
27.300 uglL
-8.8
Standard
5.000
5.100 ug/L
-2.0
Standard
10.000
10.400 ug/L
-3.9
LCS
20.000
21.200 ug/L
-5.8
Blank
0.0
Spike
20.200
88.6
0622121
Dupe
3401.000
3553.000
-4.4
FUGRO SOUTH, INC
QUAUTY CONTROL
1
QUAUTYASSURANCE
Total
Fe
EPA 236.1
,"~'I
Sample
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
7/5/00
Standard
10.100
10.000 ppm
1.0
Standard
19.770
20.000 ppm
-1.2
Standard
19.840
20.000 ppm
-0.8
Standard
28.300
30.000 ppm
-5.8
LCS
10.630
10.000 ppm
6.1
0.0
Blank
0622121
Dupe
15217.200
13944.800
8.7
PLATE 37
I
,
i
,
FUGRO SOUTH, INC
QUALITY CONTROL
1
QUALITY ASSURANCE
Total
Pb
EPA 239.2
Sample
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
6/30/00
Standard
5.400
5.000 ug/L
7.7
Standard
9.900
10.000 ug/L
-1.0
Standard
17.300
20.000 ug/L
-14.5
Standard
5.500
5.000 ug/L
9.5
Standard
10.600
10.000 ug/L
5.8
Standard
21.400
20.000
ug/L
6.8
LCS
17.700
20.000 ug/L
-12.2
Blank
0.0
Spike
20.000
88.9
0622121
Dupe
8.300
8.900
8.3
-7.0
FUGRO SOUTH, INC
QUALITY CONTROL
1
QUALITY ASSURANCE
Total
Mn
EPA 243.1
Sample
"'I
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
7/5/00
Standard
5.000
5.000 ppm
0.0
Standard
4.860
5.000 ppm
-2.8
Standard
2.850
3.000 ppm
-5.1
Standard
1.960
2.000 ppm
-2.0
LCS
4.860
5.000 ppm
-2.8
Blank
0.0
Spike
0.870
87.0
0622121
Dupe
76.700
74.500
2.9
PLATE 38
Sample
0622121
Sample
0622121
0622121
FUGRO SOUTH, INC
QUALITY CONTROL
I
QUALITY ASSURANCE
Total
Ni
EPA 249.2
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
29.Jun
Standard
8.700
10.000 ug/L
-13.9
Standard
30.800
30.000 ug/L
2.6
Standard
49.800
50.000 ug/L
-0.4
Standard
8.700
10.000 ug/L
-13.9
Standard
27.500
30.000 ug/L
-8.7
Standard
50.100
50.000 ug/L
0.2
LCS
18.700
20.000 ug/L
-6.7
Blank
0.0
Spike
18.500
92.5
Dupe
6.600
6.900
-4.4
FUGRO SOUTH, INC
QUALITY CON
TROLl QUALITY ASSURANCE
Total
Se
EPA 200.9
TYPE
Standard
Standard
Standard
LCS
Blank
Spike
Dupe
RESULT
VALUE
UNIT
25.000
17.600
21.900
25.000 ug/L
20.000 ug/L
20.000 ug/L
18.600
20.000
ug/L
18.000
< .015
< .015
PERCENT DATE
7/6/00
0.0
-12.8
9.1
-7.3
90.0
0.0
PLATI:
~~
I
FUGRO SOUTH, INC
QUALITY CONTROL
1
QUALITY ASSURANCE
Total
Ag
EPA 272.2
Sample
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
6/29/00
Standard
5.200
5.000 ug/L
3.9
Standard
9.900
10.000 ug/L
-1.0
Standard
5.200
5.000 ug/L
3.9
Standard
10.100
10.000 ug/L
1.0
LCS
9.600
10.000 ug/L
-4.1
Blank
0.0
0622121
Spike
4.400
88.0
0622121
Dupe
0.000
0.000
0.0
FUGRO SOUTH, INC
QUALITY CONTROL / QUALITY ASSURANCE
Total
Zn
EPA 289.1
Sample
TYPE
RESULT
VALUE
UNIT
PERCENT
DATE
6/30/00
Standard
0.532
0.500 ppm
6.2
Standard
0.473
0.500 ppm
-5.6
Standard
0.708
0.700 ppm
1.1
Standard
0.995
1.000 ppm
-0.5
LCS
0.935
1.000 ppm
-6.8
Blank
0.0
Spike
9.100
91.0
0622121
Dupe
24.100
23.000
4.7
PLATE 40
-------------_
..
'-"
-----------_
..
-
-
-----_.
__
..
_
..
FUGRO
SOUTH,
INC.
S
nple
455737
41"-317
4:
317
S,
~ple
4!
193
4!
193
454997
4:
*17
4'-t23
455123
4!
157
1~_157
S,
.'ple
Gulf
Coast
Testing
Laboratory
Total
Aluminum
Type
Spike
Spike
Spike
Total
Arsenic
Type
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
LCS
LCS
LCS
LCS
Btank
Btank
Blank
Blank
Spike
Spike
Spike
Spike
Spike
Spike
Spike
Spike
Total
Mercury
Type
Standard
1205
N.
Tancallua
Street
Corpus
Christl.
Texas
78401
Phone:
381-882-5411
Fax:
361-882-4028
SET
Quality
Control/Quality
Assurance
for
Project
135117
(Analyzed:
0711812000
1100
WOB
Verified:
0711912000
09:17
SAH)
Result
Value
Unit
Percent
0.100
ppm
95.0
0.100
ppm
34.0
0.100
ppm
58.0
(Analyzed:
07/1012000
1600
WOB
Verified:
07/11/2000
10:48
SAH)
Result
Value
Unit
Percent
0.103
0.100
ppm
3.0
0.299
0.300
ppm
.0.3
0.306
0.300
ppm
2.0
0.304
0.300
ppm
1.3
0.299
0.300
ppm
.0.3
0,295
0.300
ppm
-1.7
0.293
0.300
ppm
-2.3
0.296
0.300
ppm
-1.3
0.307
0.300
ppm
2.3
0.101
0.100
ppm
1.0
0.300
0.300
ppm
0.0
0.303
0.300
ppm
1.0
0.308
0.300
ppm
2.7
0.303
0.300
ppm
