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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