FUGRO SOUTH, INC.

Report No. 1600-0129

VICINITY MAP

CORPUS CHRISTI SHIP CHANNEL AND

LA QUINTA CHANNEL PROPOSED EXTENSION

12nOO

24000 FEET

~I~"""iiiiiiiiiiiiiiiiiii;z,;!~~~~1

PLATE 1

Report No. 1600-0129

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"cow"

78999874

X= 2452059.27

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L___________________________________________________ --------------

_______________________ J

PLAN OF BORINGS

1000

2000 FEET

~~~

~~~~~~~I

PLATE 7

...

•..•..•. '.'

..'.

LOGOFRn~IN~

.....

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ExtenSion

PROJECT NO.

1600-0129

BORING NO.

C-60

CLIENT:

Port of Corpus Christi Authority

DATE

5/21/2000

Corpus Christi, Texas

ELEV.

-12.2 ft (MLT)

SHEET 1 of 1

FIELD DATA

LABORATORY DATA

. IVIC I

nvLl (S) :

~I:'ITS%\

Wet Rotary

;;-

IUVVAI

ct<

'''VI'':

"'"

I-

;;-

fij

"'"

I-

!::

;;;

!::

t;:

t;:~~

l<l

[

<nil

(J)o~~

Z<n

n~~

:'i

!!i

°z

z~~~

>-=>

",0

;:;:

::;;

LL PL

00.

liE

DESCRIPTION OF STRATUM

N=7

Silty sand, gray, loose, fine-grained, with shell

5 •

T=0.32

Clay, gray, soft, with sand pockets, and shell fragments. (CH)

T=O.24"'''''

10.

102

N--;20*'"

34-

1--

H)l

1- -

I-

1- - 1- -

-with sand layer, 12.5' to 13.5'.

15.

- Sanctyclay' grayandbrowil, stlff.withferroUs nodUfes-:-

(OF - -

Sand, brown and gray,

'''ouiu",~o''oo,

""o-",ai"ou.

t.~

20.

N=24

):~

25.

N=35

-dense, with shell fragments, below 23.5'.

I-- -

I- --

I-- -

.- I--

- 'Silty

sand~brownand gray~very

dense, withshell tragments:- -

i" 30.

N=50/9"

~r-

35.

N=29

CI~y,

gray and brown, stiff.

P=2.7*.

104

1.9

-with sand pockets and shell fragments, below 35'.

Shell

, and clay lumps

.r- 40

N=23

Silty sand, gray, medium-dense, fine-grained, with shell

fragments

and sandy clay partings.

1"45.

N=20

TOTAL DEPTH = 47 FT (Below

i" 50.

r-55 •

NOTES:

1) Coordinates: N 791058; E 2454559

60.

2) Depth of water = 15.2 ft

3) Tide elevation = 3.0 ft (MLT)

4) All depths on boring log are depth below mudline, not depth

i" 65.

below MLT.

"analytical testing performed on sample.

-.70

N - STANDARD PENETROMETER TEST RESISTANCE

REMARKS:

P - POCKET PENETROMETER RESISTANCE

Logger: T. Mireles

Driller: M. Webb

PLATE 12

T - POCKET TORVANE SHEAR STRENGTH

.' .

, ... FUGRO SOUTH INC•• Gulf Coast Testing

! I

Report No. 1600-0129-2

TERMS AND SYMBOLS USED ON BORING LOGS FOR SOIL

SOIL TYPES

CH, fat clays

SC, clayey sands

Ge, clayey gravels

el,

lean clays

SM, silty sands

GM, silty gravels

ill]]

ML, silts

SW, well-graded

...

sands

GW, well-graded

Fill, unclassified

SP, poorly-graded

GP, poorly-graded

gravels

sands

gravels

SOIL GRAIN SIZE

u.s. STANDARD SIEVE

3/4"

200

FINE

BOULDERS I COBBLES I

GRAVEL

SAND

COARSE

FINE

COARSE

MEDIUM

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

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

~ -----R-e-po-rt-N-O-,-16-0-0--0-12-9--2--------------------------------------------------------------~--------

Summary of Results - Corpus Christi Ship Channel

Boring No.

C-60

C-67

C-71A

C-76

Sample Depth

Below

Mudline

(ft)

8-10

13-15

35-36

0-2

Sample

Elev. (MLT)

-20.2

-25.2

-47.2

-18.5

-17.6

-45.6

-27.8

-48.8

COE Station

120+64.87

120+64.88

120+64.89

520+50.72

718+60.80

718+60.81

960+26.90

960+26.91

AI (mQlkQ)

14700.5

14692.2

11048.3

19896.2

20749.2

23592.4

19713.0

15901.6

Baimglkg)

152.8

183.4

31.3

25.7

102.7

141.2

128.1

10D.4

I""

(mglkg)

2.9

2.4

3.8

2.7

2.9

7.9

Cd (mglkg)

0.0886

0.069

0.1563

0.2186

0.1859

0.1386

0.2921

0.1741

(mglkQ)

30.11

22.09

24.34

30.01

46.27

42.67

34.92

32.11

Cu (molko)

4.58

4.54

4.5

4.66

6.64

6.6

3.48

5.52

Pb (mglkg)

4.1

6.9

6.6

7.5

10.8

14.0

8.6

10.5

Mn (mqlko)

272.6

44.6

224.7

167.0

398.1

391.7

401.2

350.9

Hg (mglkg)

0.0154

0.0118

0.009

0.0066

0.00815

0.0064

0.0172

0.00745

Ni (mqlkQ)

11.04

4.41

5.69

5.53

8.18

7.09

6.71

6.65

Se(mglkg)

Ag (mglkg)

0.244

i,1

Zn (mQlkQ)

40.4

30.1

29.3

42.8

62.1

71.1

60.8

49.1

Fe (mQlkQ)

21246.0

13244.8

15758.1

23119.5

30066.5

13548.7

28599.8

27124.8

TOC(wt.%).

7.8

8.0

12.5

9.5

6.6

8.9

8.0

9.0

AVS (mQlkQ)

1'1

PLATE 20

FUGRO SOUTH,

INC.

GULF COAST TESTING LABORATORY

1205 NORTH TAJI/CAHUA

PHONE (361) 882-5411

GAD

CORPUS CHRISTl, TEXAS 78401

FAX (361) 883-7133 or 882-4028

RESULT OF TESTS

PROJECT:

CHANNEL IMPROVEMENT PROJECT

SAMPLE

No. J - DEPTH 8 - 10 FT.

CLAY

BORING C-60

REPORT DATE:

CLIENT NUMBER:

JOB NUMBER:

REPORT NUMBER:

DATE SAMPLED:

FOR:

PORT OF CORPUS CHRISTI AUTHORITY

DATE RECEIVED:

08-02-00

000709

00-0022

07021-06

05-21-00

05-24-00

0622121-6

RECEIVED BY:

REPORTED TO:

SAME - MR. DAVID KRAMS, P. E.

SAMPLE NUMBER:

PARAMETER

RESULTS

UNITS

RDL

METHOD

TlMEIDATE

ANALYST

Aluminum

14700.5

mg/kg

1.0

EPA 202.1

1000107-05-00

Barium

152.8

mg/kg

0.5

EPA 208.2

1100107-05-00

Arsenic

mg/kg

.001

EPA 200.8

1000107-10-00

LAB

Cadmium

.0886

mg/kg

.001

EPA 213.2

1300107-05-00

Chromium

30.11

mg/kg

.001

EPA 218.2

1000/06-30-00

Copper

4.58

mg/kg

.002

EPA 220.2

1300/06-29-00

Lead

4.1

mg/kg

.001

EPA 239.2

1100/06-30-00

Manganese

272.6

mg/kg

0.10

EPA 243.1

1400/07-05-00

Mercury

.0154

mg/kg

.005

EPA 7470A

1400/07-19-00

LAB

Nickel

11.04

mg/kg

.001

EPA 249.2

1300106-30-00

Selenium

mg/kg

.015

EPA 208.2

1000107-06-00

Silver

mg/kg

.001

EPA 272.2

1400/06-29-00

Zinc

40.4

mg/kg

.025

EPA 289.1

1400/06-30-00

Iron

21246.0

mg/kg

.010

EPA 236.1

1600107-05-00

Total Organic Carbon

7.8

wt.%

0.10

EPA415.1

1000/08-01-00

LAB

Acid Volatile Sulphides

mg/kg

0.5

EPA-AVS

0800/08-02-00

LAB

R'~

Ste eOe

COMMENTS:

Acid Digestion performed on sample

Chemist

SO/mj

TilE TEST RESULTS IIELATE TO TilE SAMI'LE 'msnm ANI) NO OTIIER REFERENCE SHALL BE MADE.

TillS REPORT SIIALL NOT 1m IUWROIlUClm, lixcm'T IN FULl" WITIIOUT TilE WRITTEN AI'PROVAL OF TilE LABORATORY•

.....

A~I""!

FUGRO SOUTH, INC.

DRO

GULF COAST TESTING LAHORATORY

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.4 - DEPTH 13 - 15 FT.

CLIENT NUMBER:

000709

SANDY CLAY

JOB NUMBER:

00-0022

BORING C-60

REPORT NUMBER:

07021-07W

DATE SAMPLED:

05-21-00

FOR:

PORT OF CORPUS CHRISTI AUTHORITY

DATE RECEIVED:

05-24-00

RECEIVED BY:

REPORTED TO:

SAME - MR. DAVID KRAMS, P. E.

SAMPLE NUMBER:

0622121-7

PARAMETER

RESULTS

UNITS

RDL

METHOD

TIMEIDATE

ANALYST

Aluminum

14692.2

mg/kg

1.0

EPA202.r

1000/07-05-00

Barium

183.4

mg/kg

0.5

EPA 208.2

1100/07-05-00

Arsenic

2.9

mg/kg

.001

EPA 200.8

1000/07-10-00

LAB

Cadmium

.0690

mg/kg

.001

EPA 213.2

1300/07-05-00

Chromium

22.09

mg/kg

.001

EPA 218.2

1000/06-30-00

"'1

Copper

4.54

mg/kg

.002

EPA 220.2

1300/06-29-00

Lead

6.9

mg/kg

.001

EPA 239.2

1100/06-30-00

Manganese

44.6

mg/kg

0.10

EPA 243.1

1400/07-05-00

Mercury

.0118

mg/kg

.005

EPA 7470A

1400/07-19-00

LAB

Nickel

4.41

mg/kg

.001

EPA 249.2

1300/06-30-00

Selenium

mg/kg

.015

EPA 208.2

1000/07-06-00

Silver

mg/kg

.001

EPA 272.2

1400/06-29-00

Zinc

30.1

mg/kg

.025

EPA 289.1

1400/06-30-00

Iron

13244.8

mg/kg

.010

EPA 236.1

1600/07-05-00

Total Organic Carbon

8.0

wt.%

0.10

EPA415.1

1000/08-01-00

LAB

Acid Volatile Sulphides

mg/kg

0.5

EPA-AVS

0800/08-02-00

LAB

Rm'

Ste eO Gre

COMMENTS: Acid Digestion performed on sample

Chemist

SO/mj

THE TEST RESULTS UELATE TO TilE SAMPLE 1'I,STEIl ANIl NO OTIIER REFERENCE SHALL DE MAIlE.

TillS REPORT SIIALL NOT m: m'I'UOIl!JClm. EXCJo:I'T IN JlULL. WITIIOUT TilE WRITTEN APPROVAL OF TilE LAIlOIIATORY. _. ___ Aft

FUGRO

SOUTH, INC.

aRa

]

GULF COAST TESTING LAHORATORY

1205 NORm 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.9 - DEPTH 35 - 36 FT.

CLIENT

NUMBER:

000709

CLAY

JOB

NUMBER:

00-0022

BORING C-60

REPORT

NUMBER:

07021-08W

DATE SAMPLED:

05-21-00

FOR:

PORT OF CORPUS CHRISTI AUTHORITY

DATE RECEIVED:

05-24-00

RECEIVED BY:

REPORTED TO:

SAME - MR. DAVID KRAMS,

P. E.

SAMPLE NUMBER:

0622121-8

PARAMETER

RESULTS

UNITS

RDL

MEmOD

TIMEIDATE

ANALYST

Aluminum

11048.3

mg/kg

1.0

EPA 202.1

1000/07-05-00

Barium

31.3

mg/kg

0.5

EPA20S.2

1100/07-05-00

i.!

Arsenic

2.4

mg/kg

.001

EPA200.S

1000/07-10-00

LAB

Cadmium

.1583

mg/kg

.001

EPA 213.2

1300/07-05-00

Chromium

24.34

mg/kg

.001

EPA2IS.2

1000/06-30-00

Copper

4.50

mg/kg

.002

EPA 220.2

1300/06-29-00

Lead

6.6

mg/kg

.001

EPA 239.2

1100/06-30-00

Manganese

224.7

mg/kg

0.10

EPA 243.1

1400/07-05-00

Mercury

.00900

mg/kg

.005

EPA 7470A

1400/07-19-00

LAB

Nickel

5.69

mg/kg

.001

EPA 249.2

1300/06-30-00

Selenium

mg/kg

.015

EPA20S.2

1000/07-06-00

Silver

mg/kg

.001

EPA 272.2

1400/06-29-00

Zinc

29.3

mg/kg

.025

EPA2S9.1

1400/06-30-00

Iron

1575S.1

mg/kg

.010

EPA 236.1

1600/07-05-00

Total Organic Carbon

12.5

wt.%

0.10

EPA 415.1

IOOO/OS-O1-00

LAB

Acid Volatile Sulphides

mg/kg

0.5

EPA-AVS

OSOO/OS-02-00

LAB

Rm;

Steve OeGreg rio

COMMENTS: Acid Digestion performed on sample

Chemist

SO/mj

TilE TEST RESULTS RELATE TO TIm SAMPLE TESTED AND NO OTIIER REFERENCE SHALL BE MADE.

TillS REPORT SIIALL NOT

IJJ~

ItJo:l'lWDUCED, EXCEPT IN FULL. WITIIOUT TilE WRITTEN APPROVAL OF TilE LABORATORY.

PLATE 24

FUGRO SOUTH, INC

QUALITY CONTROL

QUAUTY ASSURANCE

Total

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

QUAUTY ASSURANCE

Total

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

FUGRO

SOUTH,

INC

QUALITY

CONTROL

QUALITY

ASSURANCE

Total

EPA

213.2

Sample

TYPE

RESULT

VALUE

UNIT

PERCENT

DATE

7/5/00

Standard

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

QUALITY

ASSURANCE

Total

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

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

FUGRO SOUTH, INC

QUAUTYCONTROL/QUAUTYASSURANCE

Total

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

QUAUTYASSURANCE

Total

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

FUGRO SOUTH, INC

QUALITY CONTROL

QUALITY ASSURANCE

Total

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

QUALITY ASSURANCE

Total

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

FUGRO SOUTH, INC

QUALITY CONTROL

QUALITY ASSURANCE

Total

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

EPA 200.9

TYPE

Standard

LCS

Blank

Spike

Dupe

RESULT

VALUE

UNIT

25.000

17.600

21.900

25.000 ug/L

20.000 ug/L

18.600

20.000

ug/L

18.000

< .015

PERCENT DATE

7/6/00

0.0

-12.8

9.1

-7.3

90.0

0.0

PLATI:

FUGRO SOUTH, INC

QUALITY CONTROL

QUALITY ASSURANCE

Total

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

0.0

FUGRO SOUTH, INC

QUALITY CONTROL / QUALITY ASSURANCE

Total

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.

nple

455737

41"-317

317

~ple

193

454997

*17

4'-t23

455123

157

1~_157

.'ple

Gulf

Coast

Testing

Laboratory

Total

Aluminum

Type

Spike

Total

Arsenic

Type

Standard

LCS

Btank

Blank

Spike

Total

Mercury

Type

Standard

1205

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