Grab (hand sampling)

Sheet 1 of 1

1008208J. Parkes

Boring ID:

1796854.2110:4010:55N/AN/A

PID

Borehole Diam. (in.):

D. Velasquez

B1-2

Completion Time:Backfill Time:

2.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

Gra

phic

Log

S7010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, brown (10YR 4/3), loose, dry [Alluvium]

Total Depth = 2.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:45 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM0.4

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 2 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Ret

aine

d269396.6809-27-201009-27-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

USC

S So

ilC

lass

ifica

tion

Wat

er L

evel

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

PID

(ppm

)

Sam

ple

Type

Rec

over

y(%

)B

low

Cou

nt/6

"

Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0593

Comments:Samplers:

Project:

Driller's Name:

MP Environmental Svcs.

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796749.6113:4614:00N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

2.52

10

Description

PID

70tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Poorly Graded Sand with Silt, dark yellowish brown (10YR 4/4), loose, dry, tracefine sandstone gravel, micaceous [Alluvium]

Total Depth = 2.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 14:00 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.2

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 2 ftSample retained in 6-inch stainless steel sleeve / Encores

SP-SM

Sam

ple

Type

Borehole Diam. (in.):269250.7509-27-201009-27-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0594

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796744.6508:0308:17N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

2.52

20

Description

PID

70tr 10tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 2.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 08:17 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 2 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269243.3609-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0595

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796739.2108:2108:34N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

2.52

20

Description

PID

70tr 10tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 2.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 08:34 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.2

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 2 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269233.3009-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0596

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Med

. San

d

Fine

San

d

Silt/

Cla

y

2060tr 20tr

Gra

vel

[See Trench Log ISRA-B1-2 for lithology]

Well Comp. Date:Soil Backfill Date:

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 08:50 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM

Boring ID:

S 0.1

1008208S. Aichner

21796804.3208:4008:50N/AN/A

PID

S. FinkGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

Coa

rse

Sand

1.0

Description

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

Job Number:Logged By:

Borehole Diam. (in.):

Est. % of Soil

Northing (ft):Drill Start Date:Drill Finish Date:

Sam

ple

Type

269300.6809-28-201009-28-2010

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Total Depth (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

Depth 1st H2O (ft):Depth H2O After Drilling (ft): Driller's Name:

Project:

N/AN/A

B1ET0597

MP Environmental Svcs.Drilling Contractor: Field Instrumentation:

N/AN/A

Sheet 1 of 1

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796795.9809:0009:17N/AN/A

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

PID

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

S. FinkGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.0

2060tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil samples S001 and duplicate D001 at 09:17 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

S

S0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Description

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

2 ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269288.3809-28-201009-28-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Total Depth (ft):

Driller's Name:

Project:

N/AN/A

Field Instrumentation:

B1ET0598

MP Environmental Svcs.Drilling Contractor:

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Med

. San

d

Fine

San

d

Silt/

Cla

y

2060tr 20tr

Gra

vel

[See Trench Log ISRA-B1-2 for lithology]

Well Comp. Date:Soil Backfill Date:

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:49 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM

Boring ID:

S 0.1

1008208S. Aichner

21796755.2409:3809:49N/AN/A

PID

S. FinkGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

Coa

rse

Sand

1.0

Description

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

Job Number:Logged By:

Borehole Diam. (in.):

Est. % of Soil

Northing (ft):Drill Start Date:Drill Finish Date:

Sam

ple

Type

269260.1209-28-201009-28-2010

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Total Depth (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

Depth 1st H2O (ft):Depth H2O After Drilling (ft): Driller's Name:

Project:

N/AN/A

B1ET0599

MP Environmental Svcs.Drilling Contractor: Field Instrumentation:

N/AN/A

Sheet 1 of 1

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796771.9309:4910:04N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:04 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269253.6309-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0600

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796765.2610:1610:28N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:28 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269243.8009-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0601

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796758.9410:3210:45N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:45 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269232.5609-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0602

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796750.3410:4910:57N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:57 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269223.4409-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0603

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796818.4411:3011:45N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 11:45 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269293.1209-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0604

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, trace fine sandstonegravel, micaceous [Alluvium]

2060tr 20tr

Fine

San

d

[See Trench Log ISRA-B1-2 for lithology]

Med

. San

d

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 13:19 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.0

Boring ID:

1796807.0313:0313:19N/AN/A

PID

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time: S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

Silt/

Cla

yDescription

Job Number:Logged By:

Borehole Diam. (in.):

Est. % of Soil

Northing (ft):Drill Start Date:Drill Finish Date:

Well Comp. Date:Soil Backfill Date:

Gra

vel

Coa

rse

Sand

Sam

ple

Type

269277.6709-28-201009-28-2010

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Total Depth (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d1008208S. Aichner M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

Depth 1st H2O (ft):Depth H2O After Drilling (ft): Driller's Name:

Project:

N/AN/A

B1ET0605

MP Environmental Svcs.Drilling Contractor: Field Instrumentation:

N/AN/A

Sheet 1 of 1

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796800.7113:2013:31N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

10

Description

PID

70tr 1010

[See Trench Log ISRA-B1-2 for lithology]

Poorly Graded Sand with Silt, yellowish brown (10YR 5/4), loose, dry, trace finesandstone gravel, micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 13:31 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SP-SM

Sam

ple

Type

Borehole Diam. (in.):269260.4709-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0606

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796785.4413:3213:34N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

10

Description

PID

70tr 1010

[See Trench Log ISRA-B1-2 for lithology]

Poorly Graded Sand with Silt, yellowish brown (10YR 5/4), loose, dry, trace finesandstone gravel, micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 13:34 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SP-SM

Sam

ple

Type

Borehole Diam. (in.):269249.0609-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0607

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796776.6713:4614:08N/AN/A

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

PID

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

S. FinkGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.0

1070tr 1010

[See Trench Log ISRA-B1-2 for lithology]

Poorly Graded Sand with Silt, yellowish brown (10YR 5/4), loose, dry, trace finesandstone gravel, micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil samples S001 and split S001SP at 14:08 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

S

S0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Description

SP-SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

2 ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269233.7909-28-201009-28-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Total Depth (ft):

Driller's Name:

Project:

N/AN/A

Field Instrumentation:

B1ET0608

MP Environmental Svcs.Drilling Contractor:

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796765.1714:1314:25N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 14:25 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269215.4409-28-201009-28-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0609

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796795.9807:4007:50N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 07:50 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269244.8509-29-201009-29-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0610

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796784.7407:5808:21N/AN/A

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

PID

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

S. FinkGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.0

2060tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil samples S001 and duplicate D001 at 08:21 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

S

S0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Description

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

2 ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269228.0009-29-201009-29-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Total Depth (ft):

Driller's Name:

Project:

N/AN/A

Field Instrumentation:

B1ET0611

MP Environmental Svcs.Drilling Contractor:

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796772.9808:3708:53N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 08:53 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269219.5709-29-201009-29-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0612

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796772.4908:5809:18N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:18 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269211.0309-29-201009-29-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0613

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796821.5309:2309:46N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, trace fine sandstonegravel, micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:46 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.3

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269304.0209-29-201009-29-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0614

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796825.2209:5310:10N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

10

Description

PID

70tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Poorly Graded Sand with Silt, dark yellowish brown (10YR 4/4), loose, dry, tracefine sandstone gravel, micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:10 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

SP-SM

Sam

ple

Type

Borehole Diam. (in.):269314.0309-29-201009-29-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0615

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796762.1811:0011:20N/AN/A S. Fink

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft.

Collected soil sample S001 at 11:20 from excavation sidewall.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Sidewall of excavationSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269278.2509-29-201009-29-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0616

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796798.0711:3211:56N/AN/A

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

PID

Surface soil and alluvium excavated to approx. 0.5 ftSample retained in 6-inch stainless steel sleeve / Encores

S. FinkGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.0

2060tr 20tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft; terminated prior to refusal on bedrock.

Collected soil samples S001 and duplicate D001 at 11:56 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

S

S0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Description

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

2 ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269335.5609-29-201009-29-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Total Depth (ft):

Driller's Name:

Project:

N/AN/A

Field Instrumentation:

B1ET0617

MP Environmental Svcs.Drilling Contractor:

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796905.5109:5710:02N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

7010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, light yellowish brown (10YR 6/4), loose, dry, micaceous [Alluvium]

Total Depth = 1.5 ft.

Collected soil sample S001 at 10:02 from excavation sidewall.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.4

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Sidewall of excavationSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269274.2411-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0620

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796927.22NR14:35N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

70tr 10

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 14:35 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269271.4411-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0621

Grab (hand sampling)

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796944.0714:1614:29N/AN/A

PID

Borehole Diam. (in.):

A. Vann

B1-2

Completion Time:Backfill Time:

1.52

30

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S70tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, pale brown (10YR 6/3), medium dense, dry, trace fine shale gravel,micaceous [Alluvium]

Total Depth = 1.5 ft.

Collected soil sample S001 at 14:29 from excavation sidewall.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Sidewall of excavationSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

269267.9411-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

pe

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0622

Comments:Samplers:

Project:

Driller's Name:

MP Environmental Svcs.

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796929.2409:3709:51N/AN/A

PID

A. VannGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

30

Description

70tr tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, brownish yellow (10YR 6/6), loose, dry, trace fine shale gravel,micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 and RWQCB split sample at 09:51 from excavationfloor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S

S0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269259.1311-12-201011-12-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.

B1ET0623

N/AN/A

Project:

Driller's Name:

Total Depth (ft):

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796931.5209:2509:31N/AN/A A. Vann

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Description

PID

60tr 1010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine shale gravel,micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:31 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269181.5911-15-201011-15-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0624

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796934.1509:3209:39N/AN/A A. Vann

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

60tr 1010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine shale gravel,micaceous [Alluvium]

Total Depth = 1.0 ft.

Collected soil sample S001 at 09:39 from excavation sidewall.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Sidewall of excavationSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269195.2811-15-201011-15-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0625

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796909.6509:4009:45N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

30

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

6010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:45 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.2

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269199.8411-15-201011-15-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0626

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796917.27NR10:19N/AN/A

PID

A. VannGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Description

70tr 10

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, trace fine sandstonegravel, micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 and RWQCB split sample at 10:19 from excavationfloor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S

S0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269212.6711-12-201011-12-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.

B1ET0627

N/AN/A

Project:

Driller's Name:

Total Depth (ft):

Grab (hand sampling)

Sheet 1 of 1

1008208N. Beaty

Boring ID:

1796899.17NR09:10N/AN/A

PID

Borehole Diam. (in.):

J. Ortiz

B1-2

Completion Time:Backfill Time:

3.52

5

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S8015

[See Trench Log ISRA-B1-2 for lithology]

Poorly Graded Sand, yellowish brown (10YR 5/6), medium dense, dry, weakcementation [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:10 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SP0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

269216.5711-15-201011-15-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

pe

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0628

Comments:Samplers:

Project:

Driller's Name:

Jacob & Hefner Assoc.

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796877.7810:2010:29N/AN/A

PID

A. VannGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

30

Description

6010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 and RWQCB split sample at 10:29 from excavationfloor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S

S0.2

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/25/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269192.9011-12-201011-12-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.

B1ET0629

N/AN/A

Project:

Driller's Name:

Total Depth (ft):

Grab (hand sampling)

Sheet 1 of 1

1008208N. Beaty

Boring ID:

1796867.52NR08:50N/AN/A

PID

Borehole Diam. (in.):

J. Ortiz

B1-2

Completion Time:Backfill Time:

3.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S7010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 3/4), loose, moist [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 08:50 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

269175.0811-15-201011-15-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

pe

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0630

Comments:Samplers:

Project:

Driller's Name:

Jacob & Hefner Assoc.

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796858.5709:4609:57N/AN/A

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

PID

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

A. VannGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.5

3060tr 10tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 3/4), loose, moist, trace fine gravel,micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil samples S001 and duplicate D001 at 09:57 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

S

S0.2

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Description

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

2 ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269160.9411-15-201011-15-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Total Depth (ft):

Driller's Name:

Project:

N/AN/A

Field Instrumentation:

B1ET0631

MP Environmental Svcs.Drilling Contractor:

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 08:20 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Project:

N/AN/A

B1ET0632

Jacob & Hefner Assoc.

20755Silty Sand, dark yellowish brown (10YR 4/4), medium dense, dry, weakcementation [Alluvium]

SM

Grab (hand sampling)

S 0.0

J. Ortiz

B1-2

[See Trench Log ISRA-B1-2 for lithology]

Completion Time:Backfill Time:

3.52

Description

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

Job Number:Logged By:

Borehole Diam. (in.):

Driller's Name:

Est. % of Soil

Northing (ft):Drill Start Date:Drill Finish Date:

Well Comp. Date:Soil Backfill Date:

Gra

vel

Coa

rse

Sand

Med

. San

d

Fine

San

d

Silt/

Cla

y

269160.4911-15-201011-15-2010

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

peTotal Depth (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)

1008208N. Beaty M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Depth 1st H2O (ft):Depth H2O After Drilling (ft):Comments:Samplers:

Boring ID:

1796886.5208:1008:20N/AN/A

PIDDrilling Contractor: Field Instrumentation:

N/AN/A

Sheet 1 of 1

Sheet 1 of 1

1008208N. Beaty

Boring ID:

1796886.93NR08:40N/AN/A

PID

J. OrtizGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.02

20

Description

7010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 3/4), loose, moist

[See Trench Log ISRA-B1-2 for lithology]

Total Depth = 3.0 ft (depth of excavation at this location).

Collected soil sample S001 at 08:40 from excavation sidewall at contact betweenloose and more compacted subsurface silty sand.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269146.3811-15-201011-15-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Field Instrumentation:Drilling Contractor: Jacob & Hefner Assoc.

B1ET0633

N/AN/A

Project:

Driller's Name:

Total Depth (ft):

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796873.5410:2610:30N/AN/A A. Vann

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

2.52

20

Description

PID

70tr 10tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, brownish yellow (10YR 6/6), medium dense, dry, trace fine sandstonegravel, micaceous [Alluvium]

Total Depth = 2.5 ft.

Collected soil sample S001 at 10:30 from excavation sidewall.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Sidewall of excavationSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269232.0911-15-201011-15-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0634

Grab (hand sampling)

Sheet 1 of 1

1008208N. Beaty

Boring ID:

1796873.26NR09:00N/AN/A

PID

Borehole Diam. (in.):

J. Ortiz

B1-2

Completion Time:Backfill Time:

3.52

15

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S805

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/6), medium dense, dry, weakcementation [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:00 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM0.2

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

269213.5911-15-201011-15-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

pe

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0635

Comments:Samplers:

Project:

Driller's Name:

Jacob & Hefner Assoc.

Grab (hand sampling)

Sheet 1 of 1

1008208N. Beaty

Boring ID:

1796861.55NR09:25N/AN/A

PID

Borehole Diam. (in.):

J. Ortiz

B1-2

Completion Time:Backfill Time:

3.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S7010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), medium dense, moist [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:25 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

269204.2111-15-201011-15-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

pe

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0636

Comments:Samplers:

Project:

Driller's Name:

Jacob & Hefner Assoc.

Grab (hand sampling)

Sheet 1 of 1

1008208N. Beaty

Boring ID:

1796851.76NR09:35N/AN/A

PID

Borehole Diam. (in.):

J. Ortiz

B1-2

Completion Time:Backfill Time:

3.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S7010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), medium dense, moist [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:35 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM0.2

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

269187.3811-15-201011-15-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

pe

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0637

Comments:Samplers:

Project:

Driller's Name:

Jacob & Hefner Assoc.

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 09:50 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Med

. San

d

Fine

San

d

Silt/

Cla

y

157510

1796842.94NR09:50N/AN/A

Silty Sand, dark yellowish brown (10YR 4/4), medium dense, dry, weakcementation [Alluvium]

Well Comp. Date:Soil Backfill Date:

SMS 0.1

Boring ID:

[See Trench Log ISRA-B1-2 for lithology]

PID

J. OrtizGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

Coa

rse

Sand

2

Gra

velDescription

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

Job Number:Logged By:

Borehole Diam. (in.):

Est. % of Soil

Northing (ft):Drill Start Date:Drill Finish Date:

M. Milman-Barris, P.G.

3.5Sa

mpl

e Ty

pe269173.2611-15-201011-15-2010

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Total Depth (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d1008208N. Beaty

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Depth 1st H2O (ft):Depth H2O After Drilling (ft): Driller's Name:

Project:

N/AN/A

B1ET0638

Jacob & Hefner Assoc.Drilling Contractor: Field Instrumentation:

N/AN/A

Sheet 1 of 1

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796834.4211:1311:21N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

7010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark grayish brown (10YR 4/2), loose, dry, micaceous, staining, slightodor

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 11:21 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.5

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269158.4711-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0639

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796828.5910:5511:12N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

2.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

7010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, micaceous [Alluvium]

Total Depth = 2.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 11:12 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 2 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269147.9711-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0640

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796815.4810:4110:54N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

2.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

7010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, micaceous [Alluvium]

Total Depth = 2.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:54 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 2 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269124.0511-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0641

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796757.9313:2813:40N/AN/A

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

PID

Sidewall of excavationSample retained in 6-inch stainless steel sleeve / Encores

A. VannGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

2.0

2060tr 1010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), medium dense, dry, trace fine sandstonegravel, micaceous [Alluvium]

Total Depth = 2.0 ft.

Collected soil samples S001 and split S001SP at 13:40 from excavation sidewall.

Excavation backfilled 01-12-2011 - 01-31-2011.

S

S0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Description

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

2 ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269239.7911-15-201011-15-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Total Depth (ft):

Driller's Name:

Project:

N/AN/A

Field Instrumentation:

B1ET0642

MP Environmental Svcs.Drilling Contractor:

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796758.9413:4213:56N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

2.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

7010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, micaceous [Alluvium]

Total Depth = 2.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 13:56 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 2 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269232.5611-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0643

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:25 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Driller's Name:

Project:

157015

Silt/

Cla

y

Silty Sand, yellowish brown (10YR 5/6), medium dense, dry, weak cementation[Alluvium]

Fine

San

d

SMS

N/A

1796799.80NR10:25N/AN/A

[See Trench Log ISRA-B1-2 for lithology]

Borehole Diam. (in.):

J. OrtizGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

Description

Job Number:Logged By:

Drill Rig Type/Method:

Est. % of Soil

Northing (ft):Drill Start Date:Drill Finish Date:

Well Comp. Date:Soil Backfill Date:

Gra

vel

Coa

rse

Sand

Med

. San

d

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

269129.8311-15-201011-15-2010

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

peTotal Depth (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Sheet 1 of 1

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

1008208N. Beaty

Comments:Samplers:

Boring ID:

N/AN/A

B1ET0644

Jacob & Hefner Assoc.Drilling Contractor: Field Instrumentation:

N/AN/A

M. Milman-Barris, P.G.

Grab (hand sampling)

1008208N. Beaty

Boring ID:

1796812.55NR10:00N/AN/A

N/A

J. Ortiz

B1-2

Completion Time:Backfill Time:

3.52

Description

15

Job Number:Logged By:

S7015

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), medium dense, dry, weak cementation[Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:00 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM

Sheet 1 of 1

Borehole Diam. (in.):

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

269150.8211-15-201011-15-2010

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

pe

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0645

Comments:Samplers:

Project:

Driller's Name:

Jacob & Hefner Assoc.

10

B1ET0646

MP Environmental Svcs.Drilling Contractor: Field Instrumentation:

N/AN/A

Total Depth (ft):

Comments:Samplers:

200.1

tr

Project:

10

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 11:03 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS

60

3.52

Description

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

Job Number:Logged By:

Borehole Diam. (in.):

N/AN/A

Northing (ft):Drill Start Date:Drill Finish Date:

Well Comp. Date:Soil Backfill Date:

Gra

vel

Coa

rse

Sand

Med

. San

d

Fine

San

d

Silt/

Cla

y

Driller's Name:

Est. % of Soil

Sam

ple

Type

Completion Time:Backfill Time:

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

269174.7611-15-201011-15-2010

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Grab (hand sampling)

PID

(ppm

)A. Vann

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

B1-21796823.2210:5011:03N/AN/A

Sheet 1 of 1

Boring ID:

1008208S. Aichner

PID

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796838.8510:3110:43N/AN/A A. Vann

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Description

PID

70tr 10tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/6), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:43 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269196.1011-15-201011-15-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0647

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796849.5310:0710:24N/AN/A A. Vann

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Description

PID

70tr 10tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/6), loose, dry, trace fine sandstonegravel, micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:24 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269212.7111-15-201011-15-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0648

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796827.9412:2512:38N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

7010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 12:38 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269201.6511-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0649

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796814.8310:4410:49N/AN/A A. Vann

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Description

PID

60tr 1010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), medium dense, dry, trace fine sandstonegravel, micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:49 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269187.8811-15-201011-15-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0650

Grab (hand sampling)

Sheet 1 of 1

1008208N. Beaty

Boring ID:

1796806.49NR10:10N/AN/A

PID

Borehole Diam. (in.):

J. Ortiz

B1-2

Completion Time:Backfill Time:

3.52

15

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S6520

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/6), medium dense, dry, weak cementation,trace iron oxide staining [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 10:10 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

269165.0911-15-201011-15-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

pe

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0651

Comments:Samplers:

Project:

Driller's Name:

Jacob & Hefner Assoc.

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796799.6211:2911:41N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

7010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), medium dense, dry, micaceous[Alluvium]

Total Depth = 1.5 ft.

Collected soil sample S001 at 11:41 from excavation sidewall.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Sidewall of excavationSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269177.0711-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0652

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796803.7912:4012:53N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

5.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

601010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), loose, dry, micaceous [Alluvium]

Total Depth = 5.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 12:53 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 5 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269213.1611-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0653

Grab (hand sampling)

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796816.9211:0311:10N/AN/A

PID

Borehole Diam. (in.):

A. Vann

B1-2

Completion Time:Backfill Time:

3.52

30

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S6010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 3/4), loose, dry, trace clay, micaceous[Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 11:10 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SM0.2

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

269223.1011-15-201011-15-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Ret

aine

dSa

mpl

e Ty

pe

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

PID

(ppm

)Well Comp. Date:Soil Backfill Date:

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Gra

vel

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Coa

rse

Sand

N/AN/A

Total Depth (ft):

N/AN/A

Field Instrumentation:Drilling Contractor:

B1ET0654

Comments:Samplers:

Project:

Driller's Name:

MP Environmental Svcs.

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796827.7112:5413:06N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

7010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 13:06 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.1

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269242.8011-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0655

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796816.9111:0511:21N/AN/A

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

PID

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

A. VannGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.5

2060tr 1010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/4), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil samples S001 and split S001SP at 11:21 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

S

S0.3

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Description

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

2 ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269253.9111-15-201011-15-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Total Depth (ft):

Driller's Name:

Project:

N/AN/A

Field Instrumentation:

B1ET0656

MP Environmental Svcs.Drilling Contractor:

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 11:10 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

Silt/

Cla

y

Driller's Name:

157015

PID

Silty Sand, yellowish brown (10YR 5/4), medium dense, dry, weak cementation[Alluvium]

Coa

rse

Sand

SMS 0.2

1796809.57NR11:10N/AN/A

[See Trench Log ISRA-B1-2 for lithology]

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time: J. Ortiz

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

Fine

San

d

Description

Med

. San

d

Job Number:Logged By:

Borehole Diam. (in.):

Est. % of Soil

Northing (ft):Drill Start Date:Drill Finish Date:

Well Comp. Date:Soil Backfill Date:

Gra

vel

M. Milman-Barris, P.G.

Sam

ple

Type

269234.6411-15-201011-15-2010

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Total Depth (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d1008208N. Beaty

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Boring ID:Project:

N/AN/A

B1ET0657

Jacob & Hefner Assoc.Drilling Contractor: Field Instrumentation:

N/AN/A

Sheet 1 of 1

A. Vann

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796784.7413:1013:22N/AN/A

PIDGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.52

20

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

7010tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/6), loose, dry, micaceous [Alluvium]

Total Depth = 3.5 ft; terminated prior to refusal on bedrock.

Collected soil sample S001 at 13:22 from excavation floor.

Excavation backfilled 01-12-2011 - 01-31-2011.

SMS 0.0

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Surface soil and alluvium excavated to approx. 3 ftSample retained in 6-inch stainless steel sleeve / Encores

Job Number:Logged By:

Sam

ple

Type

Borehole Diam. (in.):269228.0011-12-201011-12-2010

Description

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0658

Job Number:Logged By:

Sheet 1 of 1

1008208S. Aichner

Boring ID:

1796777.2512:4312:56N/AN/A A. Vann

Grab (hand sampling)

B1-2

Completion Time:Backfill Time:

1.02

20

Description

PID

70tr 10tr

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, yellowish brown (10YR 5/6), loose, dry, trace fine sandstone gravel,micaceous [Alluvium]

Total Depth = 1.0 ft.

Collected soil sample S001 at 12:56 from excavation sidewall.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.6

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Sidewall of excavationSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Borehole Diam. (in.):269226.5211-15-201011-15-2010

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Comments:Samplers:

PID

(ppm

)

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

dISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Well Comp. Date:Soil Backfill Date:

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Gra

vel

N/AN/A

Field Instrumentation:Drilling Contractor: MP Environmental Svcs.N/AN/A

Total Depth (ft): Project:

Driller's Name:

B1ET0659

Sheet 1 of 1

1008208N. Beaty

Boring ID:

1796817.11NR11:25N/AN/A

PID

J. OrtizGrab (hand sampling)

B1-2

Completion Time:Backfill Time:

3.02

20

Description

7010

[See Trench Log ISRA-B1-2 for lithology]

Silty Sand, dark yellowish brown (10YR 4/4), medium dense, moist [Alluvium]

[See Trench Log ISRA-B1-2 for lithology]

Total Depth = 3.0 ft (depth of excavation at this location).

Collected soil sample S001 at 11:25 from excavation sidewall.

Excavation backfilled 01-12-2011 - 01-31-2011.

Easting (ft):Start Time:Finish Time:Date / Time:Date / Time:

S 0.2

M. Milman-Barris, P.G.

Drill Rig Type/Method:

Site:

N/AN/A

Reviewed By:

Sidewall of excavationSample retained in 6-inch stainless steel sleeve / Encores

SM

Sam

ple

Type

Depth 1st H2O (ft):Depth H2O After Drilling (ft):

ISRA Confirmation Sampling 2010, Outfall 009, Boeing Property

LOG

OF

BO

RIN

G O

UTF

ALL

009_

ISR

A-2

010.

GP

J B

OE

ING

.GD

T 3

/30/

11

Dep

th (f

eet)

Sam

ple

Inte

rval

0

1

2

3

4

5

6

7

8

9

10

Wat

er L

evel

Job Number:Logged By:

PID

(ppm

)Comments:Samplers:

Rec

over

y(%

)B

low

Cou

nt/6

"

Gra

phic

Log

USC

S So

ilC

lass

ifica

tion

Ret

aine

d

Silt/

Cla

y

Fine

San

d

Med

. San

d

Coa

rse

Sand

Gra

vel

269267.0911-15-201011-15-2010

Northing (ft):Drill Start Date:Drill Finish Date:

Est. % of Soil

Borehole Diam. (in.):

Well Comp. Date:Soil Backfill Date:

N/AN/A

Field Instrumentation:Drilling Contractor: Jacob & Hefner Assoc.

B1ET0660

N/AN/A

Project:

Driller's Name:

Total Depth (ft):