Anaheim_Bay_SAR_Appendices_Part_2_Final.pdf

Appendix G Sediment Logs

SILTY SAND (SM): very dark gray; wet; medium dense;

medium to fine SAND; trace coarse SAND; trace shell fragments; micaceous trace CLAY nodules

Bottom of core at 8 feet.

0-2.7 feet sampled for bulk chemistry and geotechnical purposes.

2.7-4.7 sampled for geotechnical purposes only.

SA

SA

-38.3

-41

SILTY SAND (SM): very dark gray; wet; medium dense;

medium to fine SAND; trace coarse SAND; trace shell fragments; micaceous trace CLAY nodules

Bottom of core at 8 feet.

0-2.7 feet sampled for bulk chemistry and geotechnical purposes.

2.7-4.7 sampled for geotechnical purposes only.

SILTY SAND (SM): very dark gray; wet; medium dense;

medium to fine SAND; trace coarse SAND; trace shell fragments; micaceous trace CLAY nodules

Bottom of core at 8 feet.

0-2.7 feet sampled for bulk chemistry and geotechnical purposes.

2.7-4.7 sampled for geotechnical purposes only.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 8

-38.3

40.3

PENETRATION (feet): 8.5

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/21/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.7249444 -118.1118889

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-A-01

DRAFT

ted Rectangle ted Line

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace medium SAND; trace shell fragments;

micaceous fishing line

Bottom of core at 6.5 feet.

0-3 feet sampled for bulk chemistry & geotechnical purposes.

3-5 feet sampled for geotechnical purposes.

SA

SA

-38

-41

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace medium SAND; trace shell fragments;

micaceous fishing line

Bottom of core at 6.5 feet.

0-3 feet sampled for bulk chemistry & geotechnical purposes.

3-5 feet sampled for geotechnical purposes.

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace medium SAND; trace shell fragments;

micaceous fishing line

Bottom of core at 6.5 feet.

0-3 feet sampled for bulk chemistry & geotechnical purposes.

3-5 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 6.5

-38

PENETRATION (feet): 8.5

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.7238611 -118.1079444

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-A-02

DRAFT

ted Rectangle

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace medium SAND; trace organics; trace shell fragments; micaceous medium to fine SAND coarse to fine SAND medium to fine SAND

Bottom of core at 9 feet.

0-3.5 feet sampled for bulk chemistry and geotechnical purposes.

3.5-5.5 feet sampled for geotechnical purposes.

SA

SA

-37.5

-41

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace medium SAND; trace organics; trace shell fragments; micaceous medium to fine SAND coarse to fine SAND medium to fine SAND

Bottom of core at 9 feet.

0-3.5 feet sampled for bulk chemistry and geotechnical purposes.

3.5-5.5 feet sampled for geotechnical purposes.

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace medium SAND; trace organics; trace shell fragments; micaceous medium to fine SAND coarse to fine SAND medium to fine SAND

Bottom of core at 9 feet.

0-3.5 feet sampled for bulk chemistry and geotechnical purposes.

3.5-5.5 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 9

-37.5

41.4

PENETRATION (feet): 9

3.9

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.7274167 -118.1053889

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-A-03

DRAFT

ted Rectangle

SILTY SAND (SM): grayish brown; wet; medium dense;

coarse to fine SAND; trace shell fragments; micaceous increased coarse SAND; abundant shell fragments

POORLY GRADED SAND with SILT (SP-SM): very dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments

POORLY GRADED SAND (SP): dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments;

micaceous medium to fine SAND

Bottom of core at 7.6 feet.

0-3.8 sampled for bulk chemistry and geotechnical purposes.

3.8-5.8 feet sampled for geotechnical purposes.

SA

SA

-37.2

-40.6

-41

SILTY SAND (SM): grayish brown; wet; medium dense;

coarse to fine SAND; trace shell fragments; micaceous increased coarse SAND; abundant shell fragments

POORLY GRADED SAND with SILT (SP-SM): very dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments

POORLY GRADED SAND (SP): dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments;

micaceous medium to fine SAND

Bottom of core at 7.6 feet.

0-3.8 sampled for bulk chemistry and geotechnical purposes.

3.8-5.8 feet sampled for geotechnical purposes.

SILTY SAND (SM): grayish brown; wet; medium dense;

coarse to fine SAND; trace shell fragments; micaceous increased coarse SAND; abundant shell fragments

POORLY GRADED SAND with SILT (SP-SM): very dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments

POORLY GRADED SAND (SP): dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments;

micaceous medium to fine SAND

Bottom of core at 7.6 feet.

0-3.8 sampled for bulk chemistry and geotechnical purposes.

3.8-5.8 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 7.6

-37.2

41.3

PENETRATION (feet): 8.5

4.1

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.7304444 -118.1064444

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-A-04

DRAFT

ted Rectangle

SILTY SAND (SM): dark gray; wet; medium dense; fine SAND; micaceous very dark gray; loose; trace shell fragments no trace shell fragments

Bottom of core at 9.5 feet.

0-4.3 feet sampled for bulk chemistry & geotechnical purposes.

4.3-6.3 feet sampled for geotechnical purposes.

SA

SA

-38.7

-43

SILTY SAND (SM): dark gray; wet; medium dense; fine SAND; micaceous very dark gray; loose; trace shell fragments no trace shell fragments

Bottom of core at 9.5 feet.

0-4.3 feet sampled for bulk chemistry & geotechnical purposes.

4.3-6.3 feet sampled for geotechnical purposes.

SILTY SAND (SM): dark gray; wet; medium dense; fine SAND; micaceous very dark gray; loose; trace shell fragments no trace shell fragments

Bottom of core at 9.5 feet.

0-4.3 feet sampled for bulk chemistry & geotechnical purposes.

4.3-6.3 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 9.5

-38.7

PENETRATION (feet): 9.5

0.3

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/23/17

Vibracore

8/23/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/23/17

33.7315833 -118.1048333

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-B-01

DRAFT

ted Rectangle

SILTY SAND (SM): grayish brown; wet; medium dense; fine SAND; trace medium SAND; trace shell fragments;

micaceous very dark gray; no trace coarse SAND

POORLY GRADED SAND (SP): grayish brown; wet;

medium dense; coarse to fine SAND; trace fine GRAVEL;

abundant shell fragments; micaceous

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace medium SAND; micaceous loose; trace shell fragments

Bottom of core at 9.3 feet.

0-4.5 feet sampled for bulk chemistry and geotechnical purposes.

4.5-6.5 feet sampled for geotechnical purposes.

SA

SA

SA

SA

-38.5

-41.4

-42.4

-43

SILTY SAND (SM): grayish brown; wet; medium dense; fine SAND; trace medium SAND; trace shell fragments;

micaceous very dark gray; no trace coarse SAND

POORLY GRADED SAND (SP): grayish brown; wet;

medium dense; coarse to fine SAND; trace fine GRAVEL;

abundant shell fragments; micaceous

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace medium SAND; micaceous loose; trace shell fragments

Bottom of core at 9.3 feet.

0-4.5 feet sampled for bulk chemistry and geotechnical purposes.

4.5-6.5 feet sampled for geotechnical purposes.

SILTY SAND (SM): grayish brown; wet; medium dense; fine SAND; trace medium SAND; trace shell fragments;

micaceous very dark gray; no trace coarse SAND

POORLY GRADED SAND (SP): grayish brown; wet;

medium dense; coarse to fine SAND; trace fine GRAVEL;

abundant shell fragments; micaceous

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace medium SAND; micaceous loose; trace shell fragments

Bottom of core at 9.3 feet.

0-4.5 feet sampled for bulk chemistry and geotechnical purposes.

4.5-6.5 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 9.3

-38.5

39.5

PENETRATION (feet): 9.5

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/23/17

Vibracore

8/23/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/23/17

33.7305556 -118.1034167

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-B-02

DRAFT

ted Rectangle

SILTY SAND (SM): grayish brown; wet; medium dense; fine SAND; micaceous very dark gray; increased fines

SANDY SILT (ML): very dark gray; wet; soft; nonplastic; fine SAND; micacous

Bottom of core at 9.3 feet.

0-3.7 feet sampled for bulk chemistry & geotechnical purposes.

3.7-5.7 feet sampled for geotechnical purposes.

SA

SA

-39.3

-43

SILTY SAND (SM): grayish brown; wet; medium dense; fine SAND; micaceous very dark gray; increased fines

SANDY SILT (ML): very dark gray; wet; soft; nonplastic; fine SAND; micacous

Bottom of core at 9.3 feet.

0-3.7 feet sampled for bulk chemistry & geotechnical purposes.

3.7-5.7 feet sampled for geotechnical purposes.

SILTY SAND (SM): grayish brown; wet; medium dense; fine SAND; micaceous very dark gray; increased fines

SANDY SILT (ML): very dark gray; wet; soft; nonplastic; fine SAND; micacous

Bottom of core at 9.3 feet.

0-3.7 feet sampled for bulk chemistry & geotechnical purposes.

3.7-5.7 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 9.3

-39.3

PENETRATION (feet): 9.5

1.7

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/23/17

Vibracore

8/23/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/23/17

33.7323056 -118.1037222

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-B-03

DRAFT

ted Rectangle

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace organics to 6 inches; micaceous

SANDY SILT (ML): very dark gray; wet; soft; nonplastic; fine SAND; micaceous

Bottom of core at 8.1 feet.

0-3.6 feet sampled for bulk chemistry & geotechnical purposes.

3.6-5.6 sampled for geotechnical purposes.

SA

SA

-39.4

-43

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace organics to 6 inches; micaceous

SANDY SILT (ML): very dark gray; wet; soft; nonplastic; fine SAND; micaceous

Bottom of core at 8.1 feet.

0-3.6 feet sampled for bulk chemistry & geotechnical purposes.

3.6-5.6 sampled for geotechnical purposes.

SILTY SAND (SM): very dark gray; wet; medium dense; fine SAND; trace organics to 6 inches; micaceous

SANDY SILT (ML): very dark gray; wet; soft; nonplastic; fine SAND; micaceous

Bottom of core at 8.1 feet.

0-3.6 feet sampled for bulk chemistry & geotechnical purposes.

3.6-5.6 sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 8.1

-39.4

PENETRATION (feet): 8.5

2.6

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/23/17

Vibracore

8/23/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/23/17

33.7342222 -118.10075

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-B-04

DRAFT

ted Rectangle

SILTY SAND (SM): very dark gray; wet; loose; fine SAND;

trace medium SAND; micaceous medium dense; medium to fine SAND; trace coarse SAND;

trace shell fragments

SANDY SILT (ML): very dark gray; wet; soft; nonplastic; fine SAND; micaceous

Bottom of core at 9 feet.

0-5.2 feet sampled for bulk chemistry & geotechnical purposes.

5.2-7.2 feet sampled for geotechnical purposes.

SA

SA

-37.8

-43

SILTY SAND (SM): very dark gray; wet; loose; fine SAND;

trace medium SAND; micaceous medium dense; medium to fine SAND; trace coarse SAND;

trace shell fragments

SANDY SILT (ML): very dark gray; wet; soft; nonplastic; fine SAND; micaceous

Bottom of core at 9 feet.

0-5.2 feet sampled for bulk chemistry & geotechnical purposes.

5.2-7.2 feet sampled for geotechnical purposes.

SILTY SAND (SM): very dark gray; wet; loose; fine SAND;

trace medium SAND; micaceous medium dense; medium to fine SAND; trace coarse SAND;

trace shell fragments

SANDY SILT (ML): very dark gray; wet; soft; nonplastic; fine SAND; micaceous

Bottom of core at 9 feet.

0-5.2 feet sampled for bulk chemistry & geotechnical purposes.

5.2-7.2 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 9

-37.8

PENETRATION (feet): 9

4.2

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.73602778 -118.1004722

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-C-01

DRAFT

ted Rectangle

SILT with SAND (ML): very dark gray; wet; very soft;

nonplastic; trace fine SAND; micaceous soft

SILTY SAND (SM): very dark gray; wet; medium dense;

coarse to fine SAND; micaceous

POORLY GRADED SAND (SP): grayish brown; wet;

medium dense; coarse to fine SAND; trace shell fragments; micaceous

Bottom of core at 8.7 feet.

0-5.9 feet sampled for bulk chemistry & geotechnical purposes.

5.9-7.9 sampled for geotechnical purposes.

SA

HD

SA

-37.1

-43

SILT with SAND (ML): very dark gray; wet; very soft;

nonplastic; trace fine SAND; micaceous soft

SILTY SAND (SM): very dark gray; wet; medium dense;

coarse to fine SAND; micaceous

POORLY GRADED SAND (SP): grayish brown; wet;

medium dense; coarse to fine SAND; trace shell fragments; micaceous

Bottom of core at 8.7 feet.

0-5.9 feet sampled for bulk chemistry & geotechnical purposes.

5.9-7.9 sampled for geotechnical purposes.

SILT with SAND (ML): very dark gray; wet; very soft;

nonplastic; trace fine SAND; micaceous soft

SILTY SAND (SM): very dark gray; wet; medium dense;

coarse to fine SAND; micaceous

POORLY GRADED SAND (SP): grayish brown; wet;

medium dense; coarse to fine SAND; trace shell fragments; micaceous

Bottom of core at 8.7 feet.

0-5.9 feet sampled for bulk chemistry & geotechnical purposes.

5.9-7.9 sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 8.7

-37.1

40.6

PENETRATION (feet): 9

3.5

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.73647222 -118.1090833

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-C-02

DRAFT

ted Rectangle

LEAN CLAY with SAND (CL): very dark gray; wet; very soft;

medium plasticity; fine SAND; micaceous soft

POORLY GRADED SAND (SP): grayish brown; wet;

medium dense; coarse to fine SAND; trace shell fragments; micaceous

Bottom of core at 7.8 feet.

0-3.6 feet sampled for bulk chemistry & geotechnical purposes.

3.6-5.6 sampled for geotechnical purposes.

7319 SA

HD

40-37.4

-41

LEAN CLAY with SAND (CL): very dark gray; wet; very soft;

medium plasticity; fine SAND; micaceous soft

POORLY GRADED SAND (SP): grayish brown; wet;

medium dense; coarse to fine SAND; trace shell fragments; micaceous

Bottom of core at 7.8 feet.

0-3.6 feet sampled for bulk chemistry & geotechnical purposes.

3.6-5.6 sampled for geotechnical purposes.

LEAN CLAY with SAND (CL): very dark gray; wet; very soft;

medium plasticity; fine SAND; micaceous soft

POORLY GRADED SAND (SP): grayish brown; wet;

medium dense; coarse to fine SAND; trace shell fragments; micaceous

Bottom of core at 7.8 feet.

0-3.6 feet sampled for bulk chemistry & geotechnical purposes.

3.6-5.6 sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 7.8

-37.4

PENETRATION (feet): 9

2.6

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.73877778 -118.1087778

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-C-03

DRAFT

ted Rectangle

SILT with SAND (ML): very dark gray; wet; very soft;

nonplastic; trace fine SAND; micaceous

Bottom of core at 9 feet.

0-3.1 sampled for bulk chemistry & geotechnical purposes.

3.1-5.1 sampled for geotechnical purposes.

SA

HD

SA

-37.9

-41

SILT with SAND (ML): very dark gray; wet; very soft;

nonplastic; trace fine SAND; micaceous

Bottom of core at 9 feet.

0-3.1 sampled for bulk chemistry & geotechnical purposes.

3.1-5.1 sampled for geotechnical purposes.

SILT with SAND (ML): very dark gray; wet; very soft;

nonplastic; trace fine SAND; micaceous

Bottom of core at 9 feet.

0-3.1 sampled for bulk chemistry & geotechnical purposes.

3.1-5.1 sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 9

-37.9

PENETRATION (feet): 9

2.1

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.73880556 -118.1068333

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-C-04

DRAFT

ted Rectangle

CLAYEY SAND with GRAVEL (SC): very dark gray; wet;

loose; coarse to fine SAND; fine GRAVEL; trace organics;

trace shell fragments; micaceous

SANDY LEAN CLAY (CL): yellowish brown; wet; soft; low plasticity; fine SAND; micaceous

POORLY GRADED SAND (SP): yellowish brown; wet;

medium dense; coarse to fine SAND; trace shell fragments; micaceous

Bottom of core at 8 feet.

0-6.3 feet sampled for bulk chemistry & geotechnical purposes.

6.3-8 feet sampled for geotechnical purposes.

SA

SA

HD

SA

SA

-34.7

-35.6

-39.6

-41

CLAYEY SAND with GRAVEL (SC): very dark gray; wet;

loose; coarse to fine SAND; fine GRAVEL; trace organics;

trace shell fragments; micaceous

SANDY LEAN CLAY (CL): yellowish brown; wet; soft; low plasticity; fine SAND; micaceous

POORLY GRADED SAND (SP): yellowish brown; wet;

medium dense; coarse to fine SAND; trace shell fragments; micaceous

Bottom of core at 8 feet.

0-6.3 feet sampled for bulk chemistry & geotechnical purposes.

6.3-8 feet sampled for geotechnical purposes.

CLAYEY SAND with GRAVEL (SC): very dark gray; wet;

loose; coarse to fine SAND; fine GRAVEL; trace organics;

trace shell fragments; micaceous

SANDY LEAN CLAY (CL): yellowish brown; wet; soft; low plasticity; fine SAND; micaceous

POORLY GRADED SAND (SP): yellowish brown; wet;

medium dense; coarse to fine SAND; trace shell fragments; micaceous

Bottom of core at 8 feet.

0-6.3 feet sampled for bulk chemistry & geotechnical purposes.

6.3-8 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 8

-34.7

35.5

PENETRATION (feet): 9

.8

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.74369444 -118.1025833

-35

-40

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-C-05

DRAFT

ted Rectangle

SANDY LEAN CLAY (CL): very dark gray; wet; very soft;

nonplastic; trace fine SAND; micaceous

Bottom of core at 8.4 feet.

0-5.8 feet sampled for bulk chemistry & geotechnical , 5.8-7.8 sampled for geotechnical purposes.

11 SA

HD

SA

33-37.2

-43

SANDY LEAN CLAY (CL): very dark gray; wet; very soft;

nonplastic; trace fine SAND; micaceous

Bottom of core at 8.4 feet.

0-5.8 feet sampled for bulk chemistry & geotechnical , 5.8-7.8 sampled for geotechnical purposes.

SANDY LEAN CLAY (CL): very dark gray; wet; very soft;

nonplastic; trace fine SAND; micaceous

Bottom of core at 8.4 feet.

0-5.8 feet sampled for bulk chemistry & geotechnical , 5.8-7.8 sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 8.4

-37.2

PENETRATION (feet): 9

3.8

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.73425 -118.1104722

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-C-06

DRAFT

ted Rectangle

SANDY LEAN CLAY (CL): very dark gray; wet; very soft;

medium plasticity; fine SAND; micaceous

LEAN CLAY with SAND (CL): very dark gray; wet; soft;

medium plasticity; fine SAND; micaceous

Bottom of core at 7.8 feet.

0-4.8 feet sampled for bulk chemistry & geotechnical purposes.

4.8-7.8 sampled for geotechnical purposes.

18 SA

HD

SA

43-38.2

-43

SANDY LEAN CLAY (CL): very dark gray; wet; very soft;

medium plasticity; fine SAND; micaceous

LEAN CLAY with SAND (CL): very dark gray; wet; soft;

medium plasticity; fine SAND; micaceous

Bottom of core at 7.8 feet.

0-4.8 feet sampled for bulk chemistry & geotechnical purposes.

4.8-7.8 sampled for geotechnical purposes.

SANDY LEAN CLAY (CL): very dark gray; wet; very soft;

medium plasticity; fine SAND; micaceous

LEAN CLAY with SAND (CL): very dark gray; wet; soft;

medium plasticity; fine SAND; micaceous

Bottom of core at 7.8 feet.

0-4.8 feet sampled for bulk chemistry & geotechnical purposes.

4.8-7.8 sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 7.8

-38.2

41.3

PENETRATION (feet): 9

3.1

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.7381111 -118.1096389

-40

-45

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-C-07

DRAFT

ted Rectangle

POORLY GRADED SAND (SP): very dark gray; wet;

medium dense; medium to fine SAND; trace shell fragments; micaceous brown; coarse to fine SAND; increased shell fragments very dark gray; medium to fine SAND; trace coarse SAND gray; decreased fines

POORLY GRADED SAND with SILT (SP-SM): very dark gray; wet; medium dense; coarse to fine SAND;

micaceous trace CLAY nodules

Bottom of core at 9.2 feet.

0-8 feet sampled for bulk chemistry & geotechnical purposes.

8-9.2 feet sampled for geotechnical purposes.

SA

SA

-19

-27

POORLY GRADED SAND (SP): very dark gray; wet;

medium dense; medium to fine SAND; trace shell fragments; micaceous brown; coarse to fine SAND; increased shell fragments very dark gray; medium to fine SAND; trace coarse SAND gray; decreased fines

POORLY GRADED SAND with SILT (SP-SM): very dark gray; wet; medium dense; coarse to fine SAND;

micaceous trace CLAY nodules

Bottom of core at 9.2 feet.

0-8 feet sampled for bulk chemistry & geotechnical purposes.

8-9.2 feet sampled for geotechnical purposes.

POORLY GRADED SAND (SP): very dark gray; wet;

medium dense; medium to fine SAND; trace shell fragments; micaceous brown; coarse to fine SAND; increased shell fragments very dark gray; medium to fine SAND; trace coarse SAND gray; decreased fines

POORLY GRADED SAND with SILT (SP-SM): very dark gray; wet; medium dense; coarse to fine SAND;

micaceous trace CLAY nodules

Bottom of core at 9.2 feet.

0-8 feet sampled for bulk chemistry & geotechnical purposes.

8-9.2 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 9.2

-19

PENETRATION (feet): 9.5

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.73505556 -118.1083611

-20

-25

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-D-01

DRAFT

ted Rectangle

POORLY GRADED SAND with SILT (SP-SM): dark gray;

wet; medium dense; medium to fine SAND; micaceous decreased fines

POORLY GRADED SAND (SP): gray; wet; medium dense;

medium SAND; micaceous fine SAND

Bottom of core at 9.4 feet.

0-8.4 feet sampled for bulk chemistry & geotechnical purposes.

SA

SA

-18.6

-27

POORLY GRADED SAND with SILT (SP-SM): dark gray;

wet; medium dense; medium to fine SAND; micaceous decreased fines

POORLY GRADED SAND (SP): gray; wet; medium dense;

medium SAND; micaceous fine SAND

Bottom of core at 9.4 feet.

0-8.4 feet sampled for bulk chemistry & geotechnical purposes.

POORLY GRADED SAND with SILT (SP-SM): dark gray;

wet; medium dense; medium to fine SAND; micaceous decreased fines

POORLY GRADED SAND (SP): gray; wet; medium dense;

medium SAND; micaceous fine SAND

Bottom of core at 9.4 feet.

0-8.4 feet sampled for bulk chemistry & geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 9.4

-18.6

PENETRATION (feet): 9.5

1.4

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.73619444 -118.1051111

-20

-25

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-D-02

DRAFT

ted Rectangle

8.4-9.4 feet sampled for geotechnical purposes.8.4-9.4 feet sampled for geotechnical purposes.8.4-9.4 feet sampled for geotechnical purposes.

E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

-30

-35

-40

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-D-02

DRAFT

POORLY GRADED SAND with SILT (SP-SM): very dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments; micaceous decreased fines

POORLY GRADED SAND (SP): dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments;

micaceous

Bottom of core at 7.3 feet.

0-6.1 feet sampled for bulk chemistry & geotechnical purposes.

6.1-7.3 feet sampled for geotechnical purposes.

SA

SA

-20.9

-27

POORLY GRADED SAND with SILT (SP-SM): very dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments; micaceous decreased fines

POORLY GRADED SAND (SP): dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments;

micaceous

Bottom of core at 7.3 feet.

0-6.1 feet sampled for bulk chemistry & geotechnical purposes.

6.1-7.3 feet sampled for geotechnical purposes.

POORLY GRADED SAND with SILT (SP-SM): very dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments; micaceous decreased fines

POORLY GRADED SAND (SP): dark gray; wet; medium dense; coarse to fine SAND; trace shell fragments;

micaceous

Bottom of core at 7.3 feet.

0-6.1 feet sampled for bulk chemistry & geotechnical purposes.

6.1-7.3 feet sampled for geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood Vibracore

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 7.3

-20.9

21.6

PENETRATION (feet): 9

.7

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.737 -118.1018056

-25

-30

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-D-03

DRAFT

ted Rectangle

SILTY SAND (SM): very dark gray; wet; medium dense;

medium to fine SAND; trace coarse SAND; trace organics;

trace shell fragments; micaceous no trace organics

Bottom of core at 9.5 feet.

0-7.5 sampled for bulk chemistry & geotechnical purposes.

SA

SA

-19.5

-27

SILTY SAND (SM): very dark gray; wet; medium dense;

medium to fine SAND; trace coarse SAND; trace organics;

trace shell fragments; micaceous no trace organics

Bottom of core at 9.5 feet.

0-7.5 sampled for bulk chemistry & geotechnical purposes.

SILTY SAND (SM): very dark gray; wet; medium dense;

medium to fine SAND; trace coarse SAND; trace organics;

trace shell fragments; micaceous no trace organics

Bottom of core at 9.5 feet.

0-7.5 sampled for bulk chemistry & geotechnical purposes.

Bottom of Overdepth

See Figure No. 2 E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

DW Hood

BORING LOCATION:

CHECKED BY:LOGGED BY:

RECOVERED SAMPLE LENGTH (feet): 9.5

-19.5

20.2

PENETRATION (feet): 9.5

.7

OPERATOR:

DATE STARTED:

WATER DEPTH (feet):

8/22/17

Vibracore

8/22/17

SJ

LONGITUDE:LATITUDE:

TRKMS

TIDAL STAGE (feet):

SAMPLING METHOD:

DATE COMPLETED:

MUDLINE ELEVATION AND DATUM (feet):

EQUIPMENT:

8/22/17

33.73905556 -118.1015833

-20

-25

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-D-04

DRAFT

ted Rectangle

7.5-9.5 sampled for geotechnical purposes.7.5-9.5 sampled for geotechnical purposes.7.5-9.5 sampled for geotechnical purposes.

E le va tio n

S am pl e

N um be r

S am pl e DESCRIPTION pa ss in g si ev e

P la st ic ity I nd ex

T im e .D ep th

S am pl er

S ym bo l

. O th er

E le va tio n (f ee t)

M oi st ur e co nt en t

(f ee t)

(f ee t)

Li qu id li m it

-30

-35

-40

PLATE

T em pl at e:

V

B R

A C

O R

E -2

7;

P rj

ID

: 2

-0

.0 2.

G P

J

USACE Anaheim Bay Harbor

PLATE

Project No. 2016-042.02

LOG OF VIBRACORE ABHVC-17-D-04

POORLY GRADED SAND with SILT (SP-SM): grayish brown; wet; medium dense; fine SAND; micaceous

11SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-22.4

33.715505

CD

-118.078615

-22.4

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

S am pl e

N o.

S am pl in g T im e

F ie ld U nc

C om p.

S tr

(t sf

D ep th

S am pl er

S ym bo l

P la st ic ity In de x

M oi st ur e C on te nt

Li qu id

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USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-01

brown; wet; medium dense; fine SAND; trace shell fragments; micaceous

12SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-20.9

33.716107

CD

-118.077933

-20.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

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P er ce nt

P as si ng

(f ee t)

(f ee t)

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S tr

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USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-02

6SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-13.9

33.716452

CD

-118.076948

-13.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

S am pl e

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USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-03

8SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-13.9

33.715667

CD

-118.076015

-13.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

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USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-04

brown; wet; medium dense; fine SAND; trace shell fragments; micaceous

11SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-16.9

33.71511

CD

-118.076650

-16.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

S am pl e

N o.

S am pl in g T im e

F ie ld U nc

C om p.

S tr

(t sf

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P la st ic ity In de x

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USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-05

brown; wet; medium dense; fine SAND; trace organics;

trace worms; micaceous

10SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-17.9

33.714148

CD

-118.077008

-17.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

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C om p.

S tr

(t sf

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USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-06

SILTY SAND (SM): grayish brown; wet; medium dense; fine SAND; trace shell fragments; micaceous

13SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-15.9

33.714123

CD

-118.075867

-15.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

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P la st ic ity In de x

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PLATE

USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-07

trace shell fragments; micaceous

7SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-13.9

33.714213

CD

-118.074685

-13.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

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S tr

(t sf

D ep th

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P la st ic ity In de x

M oi st ur e C on te nt

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PLATE

USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-08

11SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-17.9

33.712838

CD

-118.074422

-17.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

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C om p.

S tr

(t sf

D ep th

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P la st ic ity In de x

M oi st ur e C on te nt

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PLATE

USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-09

SILTY SAND (SM): grayish brown; wet; medium dense; fine SAND; trace organics; trace worms; trace shell fragments;

micaceous

14SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-17.9

33.711382

CD

-118.074305

-17.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

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C om p.

S tr

(t sf

D ep th

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P la st ic ity In de x

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USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-10

trace shell fragments; micaceous

8SA

CHECKED BY:LOGGED BY:

LONGITUDE:

EQUIPMENT: SAMPLING METHOD:

DATE COMPLETED:DATE STARTED: 8/21/178/21/17

OPERATOR:

BORING LOCATION:

Smith-McIntyre

KMS

LATITUDE:

See Figure No. 2 REFERENCE ELEVATION (feet):

8/21/17

Grab

-14.9

33.712625

CD

-118.072958

-14.9

TR

DESCRIPTION

#2

S ie ve

E le va tio n

Li m it

P er ce nt

P as si ng

(f ee t)

(f ee t)

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C om p.

S tr

(t sf

D ep th

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P la st ic ity In de x

M oi st ur e C on te nt

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USACE Anaheim Bay Harbor

Seal Beach CA

LOG OF BEACH NEARSHORE GRAB SAMPLES SSBNS-17-11

Appendix H Field Data Logs Logs

Appendix I Analytical Laboratory Reports

WORK ORDER NUMBER: 17-08-1900

Analytical Report For Client: Kinnetic Laboratories, Inc.

Client Project Name: Anaheim Bay Harbor / 5809.02 Attention: Amy Howk

307 Washington Street Santa Cruz, CA 95060-4928

Approved for release on by:

Carla Hollowell Project Manager

AIR SOIL WATER MARINE CHEMISTRY

Eurofins Calscience, Inc. (Calscience) certifies that the test results provided in this report meet all NELAC requirements for parameters for which accreditation is required or available. Any exceptions to NELAC requirements are noted in the case narrative. The original report of subcontracted analyses, if any, is attached to this report. The results in this report are limited to the sample(s) tested and any reproduction thereof must be made in its entirety. The client or recipient of this report is specifically prohibited from making material changes to said report and, to the extent that such changes are made, Calscience is not responsible, legally or otherwise. The client or recipient agrees to indemnify Calscience for any defense to any litigation which may arise.

09/11/2017 mailto:CarlaHollowell@eurofinsUS.com https://www.calscience.com/clientwebaccess/login.aspx

Contents

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

Client Project Name: Anaheim Bay Harbor / 5809.02

Work Order Number: 17-08-1900

1 Work Order Narrative

2 Sample Summary

3 Client Sample Data

3.1 EPA 160.4 (M) Volatile Solids (Solid)

3.2 EPA 1664A (M) HEM: Oil and Grease (Solid)

3.3 EPA 1664A (M) HEM-SGT: Oil and Grease (Solid)

3.4 EPA 9060A Total Organic Carbon (Solid)

3.5 SM 2540 B (M) Total Solids (Solid)

3.6 SM 4500-NH3 B/C (M) Ammonia (Solid)

3.7 Pyrethroids by EPA 8270D (M)/TQ/EI (Solid)

3.8 EPA 6020 ICP/MS Metals (Solid)

3.9 EPA 7471A Mercury (Solid)

3.10 EPA 8081A Organochlorine Pesticides (Solid)

3.11 EPA 8270C Bisphenol (Solid)

3.12 EPA 8270C SIM OC Pesticides (Solid)

3.13 EPA 8270C SIM (Solid)

3.14 EPA 8270C SIM PCB Congeners (Solid)

3.15 Krone et al. Organotins (Solid)

4 Quality Control Sample Data

4.1 MS/MSD

4.2 PDS/PDSD

4.3 Sample Duplicate

4.4 LCS/LCSD

5 Glossary of Terms and Qualifiers

6 Chain-of-Custody/Sample Receipt Form

Condition Upon Receipt:

Samples were received under Chain-of-Custody (COC) on 08/23/17. They were assigned to Work Order 17-08-1900.

Unless otherwise noted on the Sample Receiving forms all samples were received in good condition and within the recommended EPA temperature criteria for the methods noted on the COC. The COC and Sample Receiving Documents are integral elements of the analytical report and are presented at the back of the report.

Holding Times:

All samples were analyzed within prescribed holding times (HT) and/or in accordance with the Calscience Sample Acceptance

Policy unless otherwise noted in the analytical report and/or comprehensive case narrative, if required.

Any parameter identified in 40CFR Part 136.3 Table II that is designated as "analyze immediately" with a holding time of <= 15 minutes (40CFR-136.3 Table II, footnote 4), is considered a "field" test and the reported results will be qualified as being received outside of the stated holding time unless received at the laboratory within 15 minutes of the collection time.

Quality Control:

All quality control parameters (QC) were within established control limits except where noted in the QC summary forms or described further within this report.

Subcontractor Information:

Unless otherwise noted below (or on the subcontract form), no samples were subcontracted.

Additional Comments:

Air - Sorbent-extracted air methods (EPA TO-4A, EPA TO-10, EPA TO-13A, EPA TO-17): Analytical results are converted from mass/sample basis to mass/volume basis using client-supplied air volumes.

Solid - Unless otherwise indicated, solid sample data is reported on a wet weight basis, not corrected for % moisture. All QC results are always reported on a wet weight basis.

For EPA 8081A, the MS and MSD recoveries exceeded established control limits for chlordane due to matrix interference. The samples were all non-detect (ND) for this constituent. The results have been flagged with the appropriate qualifiers and are released with no further action.

For EPA 8081A, the MS/MSD RPD was outside of established control limits for toxaphene due to matrix interference. The individual % recoveries were within accepted limits; therefore, the results have been flagged with the appropriate qualifier and are released with no further action.

For 8270C pesticides, the MS and MSD recoveries were outside of established control limits for 4,4’-DDT and Methoxychlor due to matrix interference. The MS and MSD were rerun for confirmation, with similar results. The results have been flagged with the appropriate qualifiers and are released with no further action.

Work Order Narrative

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

Work Order: 17-08-1900 Page 1 of 1

R et ur n to C on te nt s

Sample Identification Lab Number Collection Date and Time Number of Containers

Matrix

ABHVC-17-A 17-08-1900-1 08/22/17 11:10 1 Sediment

ABHVC-17-B 17-08-1900-2 08/23/17 09:45 1 Sediment

ABHVC-17-C 17-08-1900-3 08/22/17 18:13 1 Sediment

ABHVC-17-D 17-08-1900-4 08/22/17 17:45 1 Sediment

ABH-17-LA2 17-08-1900-5 08/18/17 10:35 1 Sediment

Sample Summary

7440 Lincoln Way, Garden Grove, CA 92841-1427 • TEL: (714) 895-5494 • FAX: (714) 894-7501

Client: Kinnetic Laboratories, Inc.

307 Washington Street

Santa Cruz, CA 95060-4928

Work Order: 17-08-1900

Project Name: Anaheim Bay Harbor / 5809.02

PO Number:

Date/Time Received:

08/23/17 16:57

Number of Containers:

Attn: Amy Howk

R et ur n to C on te nt

Client Sample Number Lab Sample Number

Date/Time Collected

Matrix Instrument Date Prepared

Date/Time Analyzed

QC Batch ID

ABHVC-17-A 17-08-1900-1-A 08/22/17

11:10

Sediment N/A 08/25/17 08/25/17 17:00

H0825VSB1

Comment(s): - Results were evaluated to the MDL (DL), concentrations >= to the MDL (DL) but < RL (LOQ), if found, are qualified with a "J" flag.

Parameter Result RL MDL DF Qualifiers

Solids, Volatile 0.69 0.10 0.10 1.00

ABHVC-17-B 17-08-1900-2-A 08/23/17

09:45

Sediment N/A 08/25/17 08/25/17 17:00

H0825VSB1

Comment(s): - Results were evaluated to the MDL (DL), concentrations >= to the MDL (DL) but < RL (LOQ), if found, are qualified with a "J" flag.

Parameter Result RL MDL DF Qualifiers

Solids, Volatile 0.93 0.10 0.10 1.00

ABHVC-17-C 17-08-1900-3-A 08/22/17

18:13

Sediment N/A 08/25/17 08/25/17 17:00

H0825VSB1

Comment(s): - Results were evaluated to the MDL (DL), concentrations >= to the MDL (DL) but < RL (LOQ), if found, are qualified with a "J" flag.

Parameter Result RL MDL DF Qualifiers

Solids, Volatile 1.8 0.10 0.10 1.00

ABHVC-17-D 17-08-1900-4-A 08/22/17

17:45

Sediment N/A 08/25/17 08/25/17 17:00

H0825VSB1

Comment(s): - Results were evaluated to the MDL (DL), concentrations >= to the MDL (DL) but < RL (LOQ), if found, are qualified with a "J" flag.

Parameter Result RL MDL DF Qualifiers

Solids, Volatile 0.59 0.10 0.10 1.00

ABH-17-LA2 17-08-1900-5-A 08/18/17

10:35

Sediment N/A 08/25/17 08/25/17 17:00

H0825VSB1

Comment(s): - Results were evaluated to the MDL (DL), concentrations >= to the MDL (DL) but < RL (LOQ), if found, are qualified with a "J" flag.

Parameter Result RL MDL DF Qualifiers

Solids, Volatile 1.0 0.10 0.10 1.00

Method Blank 099-05-020-1092 N/A Solid N/A 08/25/17 08/25/17 17:00

H0825VSB1

Comment(s): - Results were evaluated to the MDL (DL), concentrations >= to the MDL (DL) but < RL (LOQ), if found, are qualified with a "J" flag.

Parameter…