5

10

15

20

25

30

Auger Directly to 15' with 4 1/4" HSA - See SB-17Boring Log Profile

8000 University Blvd.

1/30/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

Auger directly with 4 1/4' HSA to 15'. Set well with 2" solid PVC riserfrom 0-5', 0.10 slot screen from 5-15'. #4 coarse silica sand from 3-15',bentonite chips from 1-3' and concrete from 0-1' with flush mount andpressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:15

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

100.26 (2/8/2012)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

1/30/2012

MW-1

Description

N/A85.49 (2/8/2012)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

30

Auger Directly to 21' with 4 1/4" HSA - See SB-6Boring Log Profile from 0-5'

Weathered Coal with occasional brown shalefragments in auger cuttings

Weathered Coal in auger cuttings.

Dark gray-brown weathered SHALE. Auger Refusalat 21' - Start Rock Core.

Dark gray LIMESTONE, FRACTURED AT 23.5' &24.5', fractures very moist and Clay filled at 23.5'.

Dark gray fractured SHALE, WET in fractures.

AugeredDirectly

Coal

Shale

Limestone

Shale

8000 University Blvd.

1/31/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

Auger directly with 4 1/4' HSA to refusal at 21'. Rock core and roller coneto 33'. Set well with 2" solid PVC riser from 0-23', 0.10 slot screen from 23-33'. #4 coarse silica sand from 21-33', bentonite chips from 1-21' andconcrete from 0-1' with flush mount and pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:33

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

103.22 (2/8/2012)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

1/31/2012

MW-2

Description

23, 2673.08 (2/8/2012)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

30

Auger Directly to 16' with 4 1/4" HSA - See SB-9Boring Log Profile from 0-8'

Dark yellow brown to tan Shale in auger cuttings.Start Rock Core at 16'

Dark gray LIMESTONE, with occasional horizontalfractures, highly fractured from 18-18.5', WET at18.5'

Dark gray SHALE, highly fractured.

AugeredDirectly

Shale

Limestone

Shale

8000 University Blvd.

1/31/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

Auger directly with 4 1/4' HSA to refusal at 16'. Rock core and roller coneto 26'. Set well with 2" solid PVC riser from 0-16', 0.10 slot screen from 16-26'. #4 coarse silica sand from 15-26', bentonite chips from 1-25' andconcrete from 0-1' with flush mount and pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:26

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

99.34 (2/8/2012)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

2/1/2012

MW-3

Description

17.588.92 (2/8/2012)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

30

Auger Directly with 4 1/4" HSA - See SB-14 BoringLog Profile from 0-8.5'

4-6' Shelby Tube - Full push with 24" recovery

Auger directly with 4 1/4" HSA - See SB-14 BoringLog Profile from 0-8.5'

Weathered coal and shale.

Dark yellow-brown weathered silty SHALE in augercuttings.

Dark gray weathered SHALE, moist in augercuttings. Auger Refusal at 24' - Start Rock Core.Dark gray SHALE with light gray Conglomerations,occasional fractures, very moist.

Dark gray LIMESTONE with horizontal fractures &laminations.

AugeredDirectly

Shelby Tube

AugeredDirectly

Coal

Shale

Shale

Shale

Limestone

8000 University Blvd.

2/1/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

Auger directly with 4 1/4' HSA to refusal at 24'. Rock core and roller coneto 29'. Set well with 2" solid PVC riser from 0-19', 0.10 slot screen from 19-29'. #4 coarse silica sand from 18-29', bentonite chips from 1-18' andconcrete from 0-1' with flush mount and pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:29

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

103.12 (3/14/2012)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

2/1/2012

MW-4

Description

14, 2492.26 (2/8/2012)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

30

35

40

47

45

22

Auger Directly with 6 1/4" HSA - See SB-14 BoringLog Profile

Roller Cone - See SB-14 for Boring Log Profile

Dark Gray fractured Shale

Dark Gray fractured Limestone

Dark Gray horizontal & vertically fractured Shale

Dark Gray horizontally fractured Shale

AugeredDirectly

Roller Cone

Shale

Limestone

Shale

8000 University Blvd.

3/6/2012

Flynn Project #:

6 1/4" HSA/Rock Core/Roler ConeEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

Auger with 6 1/4' HSA to refusal at 22'. Roller cone to 31'. Set 4" steelcasing and grout. Rock Core/roller cone to 45'. Set 2" solid PVC riser from0-34', 0.10 slot screen from 34-45'. #4 coarse silica sand from 32-45',bentonite chips from 2-32', concrete from 0-2', flush mount/pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:45

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

102.28 (3/14/2012)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

3/9/2012

MW-4D

Description

31, 3973.14 (3/14/2012)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

0-2

2.4

4-6

6-8

8-10

10-12

12-14

14-16

16-18

18-20

20-25

1,7,7,6

3,6,7,6

7,10,8,10

9,28,15,30

30,50/5

13,14,21,30

50/5

4,8,5,6

18,50/1

50/5

na

0

0

0.2

0.2

38

62

4.6

1.8

7.2

50

na

11

11

8

10

6

14

7

15

9

5

19

Yellow-brown silty SAND & GRAVEL with clay,soft, moist.

Black weathered COALDark gray SAND & GRAVEL with weathered Coal,firm, moist.

Black weathered COAL with dark gray Clay seams,firm, WET at 10'.

Dark gray SHALE with sand seam at 15.5'

Dark gray weathered Silty SHALE with 2" sandseam at 16.25', firm, WET around 20'.

Dark gray LIMESTONE with common horizontalfractures & black laminations. Roller cone to 29'

SP/GP

SP/GP

Coal

Shale

Shale

Limestone

8000 University Blvd.

3/7/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

* Lab Sample. Split Spoon and auger with 4 1/4' HSA to refusal at 20'.Rock core 20-25' , roller cone to 29'. Set well with 2" solid PVC riser: 0-19', 0.10 slot screen: 19-29'. #4 coarse silica sand: 17-29', bentonite chips:2-17' and concrete: 0-2' with flush mount & pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:29

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

103.22 (3/14/2012)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

3/7/2012

MW-5

Description

10, 16, 1885.82 (3/14/2012)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

30

Auger Directly to 14' with 4 1/4" HSA -Dark red toyellow-brown SAND & GRAVEL with clay incuttings.

Dark yellow brown soft SHALE in auger cuttings.Start Roller Cone at 14'.

Dark gray LIMESTONE, with thin Shale beds andoccasional horizontal fractures, in cuttings, WET at18.5'

AugeredDirectly

AugeredDirectly

Limestone

8000 University Blvd.

3/9/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

Auger directly with 4 1/4' HSA to refusal at 14'. Roller cone to 26'. Set wellwith 2" solid PVC riser from 0-16', 0.10 slot screen from 16-26'. #4 coarsesilica sand from 15-26', bentonite chips from 2-15' and concrete from 0-2'with flush mount and pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:26

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

98.60 (3/14/2012)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

3/9/2012

MW-6

Description

18.585.12 (3/14/2012)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

0-2

2.4

4-6

6-8

8-10

10-12

12-14

14-16

16-18

18-20

11,9,11,11

9,20,17,15

10,20,49,50/5

36,50/3

6,7,5,6

50/5

14,50/5

35,50/5

20,14,9,4

50/5

0

0.6

1.0

0.2

0

0.2

0

0

0

NS

11

12

11

8

23

6

5

10

11

NS

Dark brown gravel FILL

Black weathered COAL w/ interbedded dark SHALElayers

Dark red to yellow-brown SAND & GRAVELw/clay, soft, moist.

Dark yellow-brown to gray weathered SHALE withdark red-brown staining, hard, WET at 20.5'.

Dark gray Limestone with common horizontalfractures & black laminations.

FILL

COAL

SP/GP

SHALE

Limestone

8000 University Blvd.

3/7/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

* Lab Sample. Split Spoon and auger with 4 1/4' HSA to refusal at 18.5'.Rock core 18.5-29' & , roller cone. Set well with 2" solid PVC riser: 0-19',0.10 slot screen: 19-29'. #4 coarse silica sand: 17-29', bentonite chips: 2-17'and concrete: 0-2' with flush mount & pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:29

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

101.65 (3/14/2012)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

3/8/2012

MW-7

Description

19.585.35 (3/14/2012)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

30

Auger Directly to 18.5' with 4 1/4" HSA - Darkgray-brown FILL (sand & gravel w/clay) in cuttingsfrom 0-7'

Weathered Coal with occasional dark gray softSHALE lenses in auger cuttings

Dark gray SHALE in cuttings.

Dark gray LIMESTONE in cuttings.

Dark gray LIMESTONE with occasional SHALEbeds in cuttings.

Fill

Coal

Shale

Limestone

Limestone

8000 University Blvd.

3/9/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

Auger directly with 4 1/4' HSA to refusal at 18.5'. Roller cone to 33'. Setwell with 2" solid PVC riser from 0-23', 0.10 slot screen from 23-33'. #4coarse silica sand from 21-33', bentonite chips from 2-21' and concretefrom 0-2' with flush mount and pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:33

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

106.84 (3/14/2012)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

3/9/2012

MW-8

Description

None85.32 (3/14/2012)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

Auger Directly to 14' with 4 1/4" HSA - Gravel FILL

Gray to black weathered Coal in auger cuttings

Weathered Coal & SHALE in auger cuttings. StartPDC rock bit.

Dark gray weathered SHALE in cuttings, WET at 19'and soft. Bore hole collapse to 25'.

Gray LIMESTONE in cuttings.

FILL

Coal

Coal

Shale

Limestone

8000 University Blvd.

11/12/2012

Flynn Project #:

4 1/4" HSA/PDCEnd Date:

Chatfield Drilling

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

Auger directly with 4 1/4' HSA to refusal at 14'. PDC bit to 29'. Set wellwith 2" solid PVC riser from 0-18', 0.10 slot screen from 18-25'. #4 coarsesilica sand from 17-25', bentonite chips from 1-17' and concrete from 0-1'with flush mount and pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:29

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

11/12/2012

MW-9

Description

1918.91

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

Auger Directly to 23.5' with 4 1/4" HSA - BrownSAND & GRAVEL w/ clay in cuttings.

Black weathered Coal in auger cuttings

Gray weathered SHALE in cuttings.Black Coal with SHALE and Clay present from17-19' in cuttings

Gray weathered SHALE, moist in auger cuttings.Start PDC rock bit.

Gray LIMESTONE in cuttings.

Dark gray SHALE in cuttings.

SP/GP

Coal

Shale

Coal

Shale

Limestone

Shale

8000 University Blvd.

11/12/2012

Flynn Project #:

4 1/4" HSA/PDCEnd Date:

Chatfield Drilling

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

Auger directly with 4 1/4' HSA to refusal at 23.5'. PDC bit to 29'. Set wellwith 2" solid PVC riser from 0-19', 0.10 slot screen from 19-29'. #4 coarsesilica sand from 17-29', bentonite chips from 1-17' and concrete from 0-1'with flush mount and pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:29

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

11/12/2012

MW-10

Description

None20.23

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

30

0-2

2.4

4-6

4,5,11

19,17,28,50/4

16,32,31,50/5

0

0

6.4

12

18

22

Asphalt & gravel FILL

Black weathered COAL

Dark gray weathered SHALE. WET at 19.8'

Gray, hard LIMESTONE in cuttings. WET at24.5'.

FILL

Coal

Shale

Limestone

8000 University Blvd.

4/15/2013

Flynn Project #:

4 1/4" HSA/PDCEnd Date:

Chatfield Drilling

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

* Lab Sample. Split Spoon and auger with 4 1/4' HSA to refusal at19.8'. PDC Bit 19.8-30'. Set well with 2" solid PVC riser: 0-20', 0.10slot screen: 20-30'. #4 coarse silica sand: 18-30', bentonite chips: 2-18'and concrete: 0-2' with flush mount & pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:30

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

210.47 (4/17/13)2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

4/15/2013

MW-11

Description

19.8, 24.5191.11 (4/17/13)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

20

25

30

0-2

2.4

4-6

6-8

4,4,7

5,7,10,10

3,6,8,18

21,39,50/5

0

0

0.2

9.2

10

10

15

11

Asphalt & gravel FILL

Black weathered COAL

Dark Gray weathered SHALE.

Gray, hard LIMESTONE.

FILL

Coal

Shale

Limestone

8000 University Blvd.

4/15/2013

Flynn Project #:

6 1/4" HSA/PDCEnd Date:

Chatfield Drilling

USC

S Sy

mbo

l

PID

(ppm

)

Completion Notes:

PA #02-03827

* Lab Sample. Split Spoon and auger with 6 1/4' HSA to refusal at23.5'. PDC Bit 23.5-29.6'. Set well with 2" solid PVC riser: 0-19.6',0.10 slot screen: 19.6-29.6'. #4 coarse silica sand: 17.6-29.6', bentonitechips: 2-17.6' and concrete: 0-2' with flush mount & pressure cap.

Total Depth (ft):11-055

Relative Ground Elevation (ft):

Former Golden Oil-Collins Texaco

PADEP Facility ID #:29.6

Depth to Water - Drilling (ft):

Well Diameter (in):

Static Groundwater Elevation (ft):

208.07 (4/17/13)4

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

4/15/2013

MW-12

Description

23.5191.15 (4/17/13)

Com

plet

ion

J. GrezlikSupervisor:Start Date:Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

Blo

w C

ount

s

5

10

15

0-2

2-4

4-6

6-7.5

0

0.2

0.2

*0.6

20

38

Asphalt/Gravel/Shale FILL

Black very weathered COAL

Dark brown weathered SHALE

Black very weathered COAL

Dark brown weathered SHALE

Refusal at 7.5'

Fill

SHALE

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:7.5

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-1

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-7.5

1.8

7.2

22

*46

14

38

Light gray-brown Gravel FILLYellow-brown SAND & GRAVEL w/clay-moist, firm

Dark brown to black very weathered COAL

Dark brown weathered SHALE

Black weather COAL

Dark brown weathered SHALE

Refusal at 7.5'

Fill

SP/GP

Coal

SHALE

COAL

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:7.5

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-2

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-7

0.8

0.6

1.0

*1.0

37

41

Asphalt and gray-brown Gravel FILL

Gray SAND & GRAVEL w/clay-moist, firm

Black very weathered COAL

Dark brown weathered SHALE

Black very weathered COAL

Dark gray-brown weathered SHALE

Refusal at 7.0'

FILL

SP/GP

COAL

SHALE

COAL

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:7.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-3

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6.5

na

0.2

*34

12

38

Brown Gravel FILL

Yellow-brown SAND & GRAVEL with trace Clay, moist

Black weathered COALDark brown weathered SHALE

Black very weathered COAL with interbedded dark brown SHALE

Refusal at 6.5'

FILL

SP/GP

SHALE

COAL

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:6.5

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-4

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-7

na

0.8

1.4

*1.4

11

33

Asphalt and gray-brown Gravel FILL

Very dark brown to black SAND & GRAVEL with trace Clay

Black weathered COALDark brown SHALE

Black weathered COAL

Brown weathered SHALE

Refusal at 7.0'

Fill

SP/GP

SHALE

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:7.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-5

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-5

na

3.0

*1.2

22

12

Asphalt & brown to gray Gravel FILL

Dark gray-brown SAND & GRAVEL, moist

Black weathered COALBrown to dark brown weathered Shale with weathered Coal at 5'

Refusal at 5'

Fill

SP/GP

COAL

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:5

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-6

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8

8-10.5

0

0

0.2

0

*0

30

44

38

Asphalt and Gravel FILL

Yellow-brown SAND & GRAVEL w/clay-moist, firm

Black weathered COALVery dark brown weathered SHALE

Black weathered COAL

Gray grading to light yellow-brown weathered SHALE

Refusal at 10.5'

Fill

SP/GP

SHALE

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:10.5

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-7

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8

8-10

10-12

12-13

0.2

0.4

0.4

0

na

na

na

25

38

38

22

Asphalt and Gravel FILL w/coal and shale debris

Gray SAND & GRAVEL fill, WET

Gray weathered SHALE

Refusal at 13.0'

Fill

SP/GP

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:13.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-8

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8

na

0.2

0

*0

21

34

Gray Gravel FILL

Black weathered COALVery dark brown to black weathered SHALE

Black weathered COAL

Dark brown weathered SHALE

Refusal at 8.0'

Fill

COAL

SHALE

COAL

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:8.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-9

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6.5

na

*58

*16

16

38

Gray-brown Gravel FILL

Black very weathered COAL

Dark brown weathered SHALEBlack very weathered COAL

Refusal at 6.5'

FILL

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:6.5

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-10

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8

na

1.4

0.6

*0.2

28

47

Gray Sand & Gravel FILL

Yellow-brown poorly graded SAND & GRAVEL, moist

Black weathered COAL

Dark brown weathered SHALEBlack weathered COAL

Dark brown to black weathered SHALE with interbedded COAL

Refusal at 8.0'

FILL

SP/GP

COAL

SHALE

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:8.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-11

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6.5

na

1.4

*102

11

28

Gray Gravel FILL

Yellow-brown SAND & GRAVEL with trace Clay, moist

Black very weathered COAL

Black very weathered SHALE

Black very weathered COAL

Refusal at 6.5'

FILL

SP/GP

COAL

SHALE

COAL

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:6.5

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-12

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-7

na

2.6

*152

*140

12

18

Dark gray Gravel FILL

Black very weathered COAL

Dark gray-brown very weathered SHALE

Refusal at 7.0'

FILL

COAL

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:7.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-13

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8.5

5.0

1.8

26

*102

37

39

Asphalt & Gravel FILL

Yellow-brown SAND & GRAVEL w/clay-firm, moist

Dark brown weathered SHALE

Black very weathered COAL

Refusal at 8.5'

FILL

SP/GP

SHALE

COAL

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:8.5

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-14

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8

8-9

na

0.4

0.8

1.0

*8.0

20

44

8

Asphalt & Gravel FILL

Yellow-brown SAND & GRAVEL w/clay-soft, moist

Black very weathered COAL

Yellow-brown very weathered SHALEBlack very weathered COAL

Dark brown to black very weathered SHALE

Refusal at 9.0'

FILL

SP/GP

COAL

SHALE

COAL

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:9.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-15

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8

0

0.2

0

0.2

40

46

Asphalt & Gravel FILL

Black very weathered COAL

Very dark brown very weathered SHALE

Black weathered COAL

Gray-brown very weathered SHALE

Refusal at 8.0'

FILL

COAL

SHALE

COAL

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:8.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-16

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8

8-10

10-12

12-13.5

na

na

na

na

na

0

*0.6

13

NR

4

22

Dark gray Gravel FILL

No Recovery

Gray Gravel FILL, WET

Dark yellow-brown weathered SHALE with gravel

Refusal at 13.5'

FILL

NoRecovery

FILL

SHALE

8000 University Blvd.

12/28/2011

Flynn Project #:

Direct PushEnd Date:

Buckeye Probe

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:13.5

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

12/28/2011

SB-17

Description

None

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

20

0-2

2-4

4-6

6-8

8-10

10-12

12-14

16-18

18-20

20-21

5.6

0.6

15

44

82

110

*210

na

48

190

13

18

24

24

16

15

15

NS

3

5

AsphaltDark red to yellow-brown SAND & GRAVEL.

Black weathered COAL and SHALE

Dark gray weathered SHALE

No Recovery

Gray-brown weathered silty SHALE, firm.

Refusal at 21.0'

SP/GP

Coal

Shale

NR

Shale

8000 University Blvd.

1/30/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample. NS=No Sample

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:21.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

1/30/2012

SB-18

Description

14.5

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8

8-10

10-12

12-14

14-15

2.2

4.6

18

48

*74

0.4

7.4

1

12

24

22

23

19

24

5

4

AsphaltGray Gravel FILL.Yellow-brown SAND & GRAVEL, with gray sandstone cobbles at 4.5'.

Black weathered COAL interlayered with SHALE, soft.

Gray weathered silty SHALE, firm.

Refusal at 15.0'

FILL

SP/GP

Coal

Shale

8000 University Blvd.

1/30/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:15.0

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

1/30/2012

SB-19

Description

15.0

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th

5

10

15

0-2

2-4

4-6

6-8

8-10

10-12

12-14

14-16

0

1.2

0.8

na

0.8

0.4

na

na

17

121

18

24

18

9

3

20

Asphalt

Dark yellow-brown Clay & Gravel FILL.Dark yellow-brown SAND & GRAVEL with Coal fragments, firm,moist.

Black weathered COAL, soft, moist.

Shelby Tube - Full push with 24" recovery. Top Coal, bottomYellow-brown Sandy Clay.

Yellow to dark red-brown SANDY CLAY, firm, moist.

Gray weathered silty SHALE, firm, WET.

FILL

SP/GP

Coal

ST

SC

Shale

8000 University Blvd.

1/30/2012

Flynn Project #:

4 1/4" HSAEnd Date:

Geo Environmental

USC

S Sy

mbo

l

PID

(ppm

)

Boring Notes:

PA #02-03827

Boring filled with bentonite and topped with cold patch asphalt asnecessary.*Denotes Laboratory Sample.

Total Depth (ft):11-055

Former Golden Oil-Collins Texaco

PADEP Facility ID #:16

Depth to Water - Drilling (ft):Boring Diameter (in): 2

Corapolis, PA

Rec

over

y (in

)

Lith

olog

y &

1/30/2012

SB-20

Description

12

J. GrezlikSupervisor:Start Date:

Drilling Method:Drilling Contractor:

Dep

th

Sam

ple

Dep

th