hdd pa-yo-0063.0000-rr (s-a22) - files.dep.state.pa.usfiles.dep.state.pa.us/programintegration/pa...
TRANSCRIPT
HDD PA-YO-0063.0000-RR (S-A22)
Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered to be low. Implementing this design, along with adherence to the Pennsylvania Pipeline Project Inadvertent Return Contingency Plan will ensure inadvertent impacts, if they were to occur, are also minimized to the maximum extent.
The drill will pass 75’ below the river. The geotechnical results, as well as other data points, were used to determine the entry/exit angles, and depths to pass through the best substrates while maintaining the pipe integrity (e.g., no large bends). According to the geotechnical report primary substrates being drilled through are sandstone beneath layers of silt and clays. Based on the geotechnical report and the drill profile minimal inadvertent returns are expected. Due to the river width additional inspection is recommended to observe for inadvertent returns.
Revised: February 6, 2017
The drill will enter/exit 1800 feet from the western edge of the Susquehanna River (S-A22) and enter/exit 1,050 feet from the eastern edge. The drill will enter/exit 800 feet from the western edge Stream H56 and enter/exit 5,900 feet from the eastern edge, crossing 42 feet below the stream.
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HDD EXIT/ENTRY
N40.203490
W76.781825
GEOTECH SB-03
D
A
U
P
H
I
N
C
O
U
N
T
Y
0
200
400
600
800
-2+000+002+004+006+008+0010+0012+0014+0016+0018+0020+0022+0024+0026+0028+0030+0032+0034+0036+00
93'
4110'
7+
48 B
UC
KE
Y P
PL
11+
00 E
DG
E O
F
SU
SQ
UE
HA
NA
R
IV
ER
S-A
22
73'
82'
57'
STA. 0+88
EL. 283'
STA. 6+39
EL. 206'
GRADE
3+
70 S
UN
OC
O P
PL
0+
94 G
EO
TE
CH
S
B-03
61' R
T.
16°
2+
78 N
FS
R R
AILW
AY
APPROXIMATE
BEDROCK
1+
02 B
UC
KE
YE
P
PL
2+
98 O
H E
LE
CT
RIC
0+
36 T
IE
-IN
,
EL. 308'
TIE
-IN
E
L. 298'
5+
01 A
CC
ES
S R
OA
D
2+
51 N
FS
R R
AILW
AY
2+
18 N
FS
R R
AILW
AY
1+
93 O
H E
LE
CT
RIC
3+
06 U
G E
LE
CT
RIC
HD
D E
XIT
/E
NT
RY
0+
00
EL.309'
29+
20 C
L
SU
SQ
UE
HA
NN
A
RIV
ER
S
-A
22
ED
GE
O
F W
ET
LA
ND
A18
ED
GE
O
F W
ET
LA
ND
A18
77'
0150 150 300
FEET
PROPOSED 20" PIPELINE
PA-DA-0003.0000
PA-YO-0064.0000
PA-DA-0001.0000
PA-DA-0001.0001
PA-DA-0002.0000
SUSQUEHANNA RIVER S-A22
EXISTING PIPELINE
BUCKEYE
EXISTING PIPELINE
SUNOCO
EXISTING PIPELINE
BUCKEYE
-INCH HORIZONTAL DIRECTIONAL DRILL
REF. DRAWING
EROSION & SEDIMENT PLAN
AERIAL SITE PLAN
PLAN VIEW
PROFILE VIEW
NO. DESCRIPTION DATEBY CHK DATE
REVISIONS
DATEAPP
NOTES Sunoco LogisticsPartners L.P.
SUNOCO PIPELINE, L.P.
1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83
2. STATIONING IS BASED ON HORIZONTAL DISTANCES.
3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION
OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS
FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE,
LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN.
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO
DIGGING.
5. SUNOCO EMERGENCY HOTLINE NUMBER IS #1-800-786-7440.
PENNSYLVANIA PIPELINE PROJECT
LEGEND
PERMANENT ROW
TEMPORARY CONSTRUCTION ROW
TEMPORARY WORKSPACE
TEMPORARY ACCESS ROAD
PERMANENT ACCESS ROAD
SPOIL SPACE ONLY
PROPOSED HDD
PROPOSED 20" PIPELINE
PROPOSED 16" PIPELINE
HDD ENTRY-EXIT
PEM WETLANDS
PSS WETLANDS
PFO WETLANDS
TO
TO
DWG NO DWG NO DESCRIPTION
DESIGN AND CONSTRUCTION:
1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON
THIS DRAWING.
2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS
THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED
PIPELINE.
3. DESIGNED IN ACCORDANCE WITH CFR 49 195 & ASME B31.4
4. CROSSING PIPE SPECIFICATION:
HDD HORZ. LENGTH (L=):
HDD PIPE LENGTH (S=):
20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW
COATING: 14-16 MILS FBE WITH 40 MILS MIN. ARO (POWERCRETE R95)
5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGN FACTOR 0.50 (HOOP STRESS)).
6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD).
7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND
STREAM CROSSINGS.
8. CARRIER PIPE NOT ENCASED.
9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30°F DURING PULLBACK WITHOUT PRIOR
WRITTEN APPROVAL FROM THE ENGINEER.
10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG.
11. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR
PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
12. BLASTING NOT PERMITTED.
13. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT.
20
01/19/16
02/01/17
08/31/16
01/30/17
SUSQUEHANNA RIVER
1"=300'
PA-YO-0063.0000-RRa
YORK COUNTY, PENNSYLVANIA - FAIRVIEW TOWNSHIP
DAUPHIN COUNTY, PENNSYLVANIA - LOWER SWATARA TOWNSHIP
S2-0280A
0 ISSUED FOR CONSTRUCTION MRS RMB AAW01/19/16
06/29/16
01/19/16
EP3 REVISED PER PADEP COMMMENTS RECEIVED 01-30-17DLM RMB CAG02/01/17
01/30/17
02/01/17
4 DESIGN CHANGE - RELOCATED DRILL ENTRY/EXITMRS RMB AAW01/30/17
ES-4.20
01/30/17
3 REVISED PER ENGINEERING COMMENTS MRS RMB AAW08/31/16
SHEET 2
08/31/16
2 ADDED UTILITY CROSSING LABELMRS RMB AAW06/29/16
ES-4.04
06/29/16
1 REVISED PER COMMENTS FROM REI REVIEWMRS RMB AAW02/19/16
SHEET 13
02/19/16
6711'
6745'
PROPOSED 16" PIPELINE
MA
TC
HL
IN
E S
TA
. 3
5+
00
SE
E P
A-Y
O-0
06
3.0
00
0-R
Rb
GEOTECH SB-03
-NG EL. 308'
-COMPLETION
DEPTH EL. 255'
-FILL (0.0' - 14.7')
-SILTSTONE \ SANDSTONE
(37.0' - 43.2')
-CL (14.7' - 37.0')
-MAROON SANDSTONE
(43.2' - 53.0')
NOTE: REFER TO TEST BORING LOG S2-0280
FOR COMPLETE SOIL MATERIAL DESCRIPTION
SUNOCO EASEMENT
LIMITS - NOT LOD
35+
HDD EXIT/ENTRY
N40.197484
W76.804536
PM
GEOTECH SB-01
GEOTECH SB-01
APPROXIMATE LOCATION
32+
00
34+
00
36+
00
38+
00
40+
00
42+
00
44+
00
46+
00
48+
00
50+
00
52+
00
54+
00
56+
00
58+
00
60+
00
62+
00
64+
00
66+
00
67+
11
NFSR RAILWAY
N40.198853
W76.799448
NFSR RAILWAY
N40.198868
W76.799404
YORK COUNTY
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H
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N
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Y
0
100
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600
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800
36+0038+0040+0042+0044+0046+0048+0050+0052+0054+0056+0058+0060+0062+0064+0066+0068+0070+00
1669'
51+
91 N
FS
R
RA
ILW
AY
HD
D E
XIT
/E
NT
RY
67+
11
EL.492'
STA. 47+49
EL. 206'
STA. 50+62
EL. 231'
9°
59+
69 C
L S
TR
EA
M
S-H
56
60'
50+
04 E
DG
E
OF
S
US
QU
EH
AN
NA
RIV
ER
S
-A
22
NF
SR
R
AILW
AY
52+
04
OV
ER
HE
AD
P
OW
ER
51+
73
R=2000'
L=312'
S=314'
61+
09 E
X C
OLU
MB
IA
PIP
ELIN
E
42'
65'
4110'
62'
ED
GE
O
F W
ET
LA
ND
BB
1
ED
GE
O
F W
ET
LA
ND
BB
1
0150 150 300
FEET
PROPOSED 20" PIPELINE
SUSQUEHANNA RIVER
S-A22
Y
O
R
K
C
O
U
N
T
Y
,
P
A
D
A
U
P
H
I
N
C
O
U
N
T
Y
,
P
A
-INCH HORIZONTAL DIRECTIONAL DRILL
REF. DRAWING
EROSION & SEDIMENT PLAN
AERIAL SITE PLAN
PLAN VIEW
PROFILE VIEW
NO. DESCRIPTION DATEBY CHK DATE
REVISIONS
DATEAPP
NOTES Sunoco LogisticsPartners L.P.
SUNOCO PIPELINE, L.P.
1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83
2. STATIONING IS BASED ON HORIZONTAL DISTANCES.
3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION
OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS
FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE,
LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN.
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO
DIGGING.
5. SUNOCO EMERGENCY HOTLINE NUMBER IS #1-800-786-7440.
PENNSYLVANIA PIPELINE PROJECT
LEGEND
PERMANENT ROW
TEMPORARY CONSTRUCTION ROW
TEMPORARY WORKSPACE
TEMPORARY ACCESS ROAD
PERMANENT ACCESS ROAD
SPOIL SPACE ONLY
PROPOSED HDD
PROPOSED 20" PIPELINE
PROPOSED 16" PIPELINE
HDD ENTRY-EXIT
PEM WETLANDS
PSS WETLANDS
PFO WETLANDS
TO
TO
DWG NO DWG NO DESCRIPTION
DESIGN AND CONSTRUCTION:
1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON
THIS DRAWING.
2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS
THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED
PIPELINE.
3. DESIGNED IN ACCORDANCE WITH CFR 49 195 & ASME B31.4
4. CROSSING PIPE SPECIFICATION:
HDD HORZ. LENGTH (L=):
HDD PIPE LENGTH (S=):
20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW
COATING: 14-16 MILS FBE WITH 40 MILS MIN. ARO (POWERCRETE R95)
5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGN FACTOR 0.50 (HOOP STRESS)).
6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD).
7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND
STREAM CROSSINGS.
8. CARRIER PIPE NOT ENCASED.
9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30°F DURING PULLBACK WITHOUT PRIOR
WRITTEN APPROVAL FROM THE ENGINEER.
10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG.
11. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR
PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
12. BLASTING NOT PERMITTED.
13. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT.
20
01/19/16
01/30/17
02/01/17
SUSQUEHANNA RIVER
1"=300'
PA-YO-0063.0000-RRb
YORK COUNTY, PENNSYLVANIA - FAIRVIEW TOWNSHIP
DAUPHIN COUNTY, PENNSYLVANIA - LOWER SWATARA TOWNSHIP
S2-0280B
0 ISSUED FOR CONSTRUCTION MRS RMB AAW01/19/16
08/31/16
01/19/16
02/19/16
EP3 REVISED PER PADEP COMMENTS RECEIVED 01-30-17DLM RMB CAG02/01/17
ES-4.20
02/01/17
3 DESIGN CHANGE - RELOCATED DRILL ENTRY/EXIT MRS RMB AAW01/30/17
SHEET 2
01/30/17
2 REVISED PER ENGINEERING COMMENTSMRS RMB AAW08/31/16
ES-4.04
08/31/16
1 REVISED PER COMMENTS FROM REI REVIEWMRS RMB AAW02/19/16
SHEET 13
02/19/16
6711'
6745'
PROPOSED 16" PIPELINE
MA
TC
HL
IN
E S
TA
. 3
6+
00
SE
E P
A-Y
O-0
06
3.0
00
0-R
Ra
PA-YO-0062.0001
EXISTING COLUMBIA
GAS PIPELINE
PA-YO-0063.0000
NOTE: REFER TO TEST BORING LOG S2-0280
FOR COMPLETE SOIL MATERIAL DESCRIPTION
-SM (9.0' - 14.0')
-NG EL. 487'
-ML (2.0' - 9.0')
-TOPSOIL (0' - 0.2')
-COMPLETION
DEPTH EL. 465'
-GROUNDWATER (13.0')
GEOTECH SB-01
-SM (14.0' - 20.0')
-SANDSTONE (20.0' - 21.7')
CLEARING
ROW ONLY
-AUGER REFUSAL (21.5')
SUNOCO EASEMENT
LIMITS - NOT LOD
+00
0+
00
2+
00
4+
00
6+
00
8+
00
10+
00
12+
00
14+
00
16+
00
18+
00
20+
00
22+
00
24+
00
26+
00
28+
00
30+
00
32+
00
34+
00
36+
00
38+
00
40+
00
NFSR RAILWAY
N40.203299
W76.782769
NFSR RAILWAY
N40.203327
W76.782661
NFSR RAILWAY
N40.203282
W76.782834
HDD ENTRY / EXIT
N40.203556
W76.781798
GEOTECH SB-03
100
200
300
400
500
600
-1+000+002+004+006+008+0010+0012+0014+0016+0018+0020+0022+0024+0026+0028+0030+0032+0034+00
APPROXIMATE
BEDROCK
5+
16 A
CC
ES
S R
OA
D
11+
15 E
DG
E
OF
S
US
QU
EH
AN
NA
RIV
ER
S
-A
22
7+
31 B
UC
KE
YE
P
PL
1+
10 G
EO
TE
CH
S
B-03
50' R
T.
HD
D E
NT
RY
/ E
XIT
0+
00
EL.309'
4236'
67'
12°
276'
53'
STA. 6+02
EL. 216'
STA. 2+70
EL. 251'
77'
4+
07 S
UN
OC
O P
PL
0+
55 T
IE
-IN
EL. 308'
TIE
-IN
E
L. 296'
3+
06 N
FS
R R
AILW
AY
2+
87 N
FS
R R
AILW
AY
2+
55 N
FS
R R
AILW
AY
1+
32 B
UC
KE
YE
P
PL
3+
32 O
H E
LE
CT
RIC
2+
34 O
H E
LE
CT
RIC
3+
45 U
G E
LE
CT
RIC
29+
48 C
L
SU
SQ
UE
HA
NN
A
RIV
ER
S
-A
22
R=16
00
'
L=
33
3'
S=
33
5'
64'
ED
GE
O
F W
ET
LA
ND
W-A
18
ED
GE
O
F W
ET
LA
ND
W-A
18
63'
0150 150 300
FEET
PROPOSED 20" PIPELINE
PA-DA-0003.0000
PA-YO-0064.0000
PA-DA-0001.0000
PA-DA-0001.0001
PA-DA-0002.0000
SUSQUEHANNA RIVER
S-A22
EXISTING PIPELINE
BUCKEYE
EXISTING PIPELINE
SUNOCO
EXISTING PIPELINE
BUCKEYE
-INCH HORIZONTAL DIRECTIONAL DRILL
REF. DRAWING
EROSION & SEDIMENT PLAN
AERIAL SITE PLAN
PLAN VIEW
PROFILE VIEW
NO. DESCRIPTION DATEBY CHK DATE
REVISIONS
DATEAPP
NOTES Sunoco LogisticsPartners L.P.
SUNOCO PIPELINE, L.P.
1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83
2. STATIONING IS BASED ON HORIZONTAL DISTANCES.
3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION
OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS
FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE,
LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN.
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO
DIGGING.
5. SUNOCO EMERGENCY HOTLINE NUMBER IS #1-800-786-7440.
PENNSYLVANIA PIPELINE PROJECT
LEGEND
PERMANENT ROW
TEMPORARY CONSTRUCTION ROW
TEMPORARY WORKSPACE
TEMPORARY ACCESS ROAD
PERMANENT ACCESS ROAD
SPOIL SPACE ONLY
PROPOSED HDD
PROPOSED 20" PIPELINE
PROPOSED 16" PIPELINE
HDD ENTRY-EXIT
PEM WETLANDS
PSS WETLANDS
PFO WETLANDS
TO
TO
DWG NO DWG NO DESCRIPTION
DESIGN AND CONSTRUCTION:
1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON
THIS DRAWING.
2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS
THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED
PIPELINE.
3. DESIGNED IN ACCORDANCE WITH CFR 49 195 & ASME B31.4
4. CROSSING PIPE SPECIFICATION:
HDD HORZ. LENGTH (L=):
HDD PIPE LENGTH (S=):
16" x 0.438" W.T., X-70, API5L, PSL2, ERW, BFW
COATING: 14-16 MILS FBE WITH 40 MILS MIN. ARO (POWERCRETE R95)
5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGN FACTOR 0.50 (HOOP STRESS)).
6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD).
7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND
STREAM CROSSINGS.
8. CARRIER PIPE NOT ENCASED.
9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30°F DURING PULLBACK WITHOUT PRIOR
WRITTEN APPROVAL FROM THE ENGINEER.
10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG.
11. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR
PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
12. BLASTING NOT PERMITTED.
13. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT.
16
SHEET 2SHEET 13
ES-4.20 ES-4.04
SUSQUEHANNA RIVER
1"=300'
PA-YO-0063.0000-RRa-16
YORK COUNTY, PENNSYLVANIA - FAIRVIEW TOWNSHIP
DAUPHIN COUNTY, PENNSYLVANIA - LOWER SWATARA TOWNSHIP
S2-0280A-16
0 ISSUED FOR CONSTRUCTION MRS RMB AAW 01/19/1601/19/16 01/19/16
EP3 REVISED PER PADEP COMMENTS RECEIVED 01-30-17DLM RMB CAG02/01/17 02/01/1702/01/17
3 DESIGN CHANGE - RELOCATED DRILL ENTRY/EXIT MRS RMB AAW01/06/17 01/06/1701/06/17
2 REVISED PER ENGINEERING COMMENTSMRS RMB AAW08/31/1608/31/16 08/31/16
1 REVISED PER COMMENTS FROM REI REVIEWMRS RMB AAW02/19/1602/19/16 02/19/16
6706'
6735'
PROPOSED 16" PIPELINE
MA
TC
HL
IN
E S
TA
. 3
4+
00
SE
E P
A-Y
O-0
06
3.0
00
0-R
Rb
GEOTECH SB-03
-NG EL. 308'
-COMPLETION
DEPTH EL. 255'
-FILL (0.0' - 14.7')
-SILTSTONE \ SANDSTONE
(37.0' - 43.2')
-CL (14.7' - 37.0')
-MAROON SANDSTONE
(43.2' - 53.0')
NOTE: REFER TO TEST BORING LOG S2-0280
FOR COMPLETE SOIL MATERIAL DESCRIPTION
SUNOCO EASEMENT
LIMITS - NOT LOD
33+
30+
00
32+
00
34+
00
36+
00
38+
00
40+
00
42+
00
44+
00
46+
00
48+
00
50+
00
52+
00
54+
00
56+
00
58+
00
60+
00
62+
00
64+
00
66+
00
67+
06
HDD ENTRY / EXIT
N40.197553
W76.804492
GEOTECH SB-01
GEOTECH SB-01
APPROXIMATE LOCATION
NFSR RAILWAY
N40.198880
W76.799518
NFSR RAILWAY
N40.198895
W76.799460
PM
100
200
300
400
500
600
34+0036+0038+0040+0042+0044+0046+0048+0050+0052+0054+0056+0058+0060+0062+0064+0066+0068+00
GRADE
49+
92 E
DG
E O
F
SU
SQ
UE
HA
NN
A
RIV
ER
S
-A
22
65+
86 G
EO
TE
CH
S
B-01
35' R
T.
61+
04 E
X. C
OLU
MB
IA
PIP
ELIN
E
HD
D E
NT
RY
/ E
XIT
67+
06
EL.492'
9°
1637'
STA. 50+89
EL. 236'
STA. 48+38
EL. 216'
54'
51'
57'
4236'
52+
35 N
FS
R R
AILW
AY
52+
03 O
H P
OW
ER
52+
18 N
FS
R R
AILW
AY
R=16
00
'
L=
25
0'
S=
251'
ED
GE
O
F W
ET
LA
ND
W-B
B1
ED
GE
O
F W
ET
LA
ND
W-B
B1
59+
53 C
L S
TR
EA
M S
-H
56
37'
0150 150 300
FEET
-INCH HORIZONTAL DIRECTIONAL DRILL
REF. DRAWING
EROSION & SEDIMENT PLAN
AERIAL SITE PLAN
PLAN VIEW
PROFILE VIEW
NO. DESCRIPTION DATEBY CHK DATE
REVISIONS
DATEAPP
NOTES Sunoco LogisticsPartners L.P.
SUNOCO PIPELINE, L.P.
1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83
2. STATIONING IS BASED ON HORIZONTAL DISTANCES.
3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION
OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS
FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE,
LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN.
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO
DIGGING.
5. SUNOCO EMERGENCY HOTLINE NUMBER IS #1-800-786-7440.
PENNSYLVANIA PIPELINE PROJECT
LEGEND
PERMANENT ROW
TEMPORARY CONSTRUCTION ROW
TEMPORARY WORKSPACE
TEMPORARY ACCESS ROAD
PERMANENT ACCESS ROAD
SPOIL SPACE ONLY
PROPOSED HDD
PROPOSED 20" PIPELINE
PROPOSED 16" PIPELINE
HDD ENTRY-EXIT
PEM WETLANDS
PSS WETLANDS
PFO WETLANDS
TO
TO
DWG NO DWG NO DESCRIPTION
DESIGN AND CONSTRUCTION:
1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON
THIS DRAWING.
2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS
THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED
PIPELINE.
3. DESIGNED IN ACCORDANCE WITH CFR 49 195 & ASME B31.4
4. CROSSING PIPE SPECIFICATION:
HDD HORZ. LENGTH (L=):
HDD PIPE LENGTH (S=):
16" x 0.438" W.T., X-70, API5L, PSL2, ERW, BFW
COATING: 14-16 MILS FBE WITH 40 MILS MIN. ARO (POWERCRETE R95)
5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGN FACTOR 0.50 (HOOP STRESS)).
6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD).
7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND
STREAM CROSSINGS.
8. CARRIER PIPE NOT ENCASED.
9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30°F DURING PULLBACK WITHOUT PRIOR
WRITTEN APPROVAL FROM THE ENGINEER.
10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG.
11. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR
PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
12. BLASTING NOT PERMITTED.
13. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT.
16
SHEET 2SHEET 13
ES-4.20 ES-4.04
SUSQUEHANNA RIVER
1"=300'
PA-YO-0063.0000-RRb-16
YORK COUNTY, PENNSYLVANIA - FAIRVIEW TOWNSHIP
DAUPHIN COUNTY, PENNSYLVANIA - LOWER SWATARA TOWNSHIP
S2-0280B-16
0 ISSUED FOR CONSTRUCTION MRS RMB AAW 01/19/1601/19/16 01/19/16
EP3 REVISED PER PADEP COMMMENTS RECEIVED 01-30-17DLM RMB CAG02/01/17 02/01/1702/01/17
3 DESIGN CHANGE - RELOCATED DRILL ENTRY/EXIT MRS RMB AAW01/06/17 01/06/1701/06/17
2 REVISED PER ENGINEERING COMMENTSMRS RMB AAW08/31/1608/31/16 08/31/16
1 REVISED PER COMMENTS FROM REI REVIEWMRS RMB AAW02/19/1602/19/16 02/19/16
6706'
6735'
PROPOSED 20" PIPELINE
SUSQUEHANNA RIVER
S-A22
PROPOSED 16" PIPELINE
MA
TC
HL
IN
E S
TA
. 3
4+
00
SE
E P
A-Y
O-0
06
3.0
00
0-R
Ra
PA-YO-0062.0001
EXISTING COLUMBIA
GAS PIPELINE
PA-YO-0063.0000
NOTE: REFER TO TEST BORING LOG S2-0280
FOR COMPLETE SOIL MATERIAL DESCRIPTION
-SM (9.0' - 14.0')
-NG EL. 487'
-ML (2.0' - 9.0')
-TOPSOIL (0' - 0.2')
-COMPLETION
DEPTH EL. 465'
-GROUNDWATER (13.0')
GEOTECH SB-01
-SM (14.0' - 20.0')
-SANDSTONE (20.0' - 21.7')
CLEARING
ROW ONLY
SUNOCO EASEMENT
LIMITS - NOT LOD
Y
O
R
K
C
O
U
N
T
Y
,
P
A
D
A
U
P
H
I
N
C
O
U
N
T
Y
,
P
A
+00
LEGEND:Geotechnical Soil Boring (SB) Locations
GEOTECHNICAL BORING LOCATIONSHDD S2‐0280YORK COUNTY, FAIRVIEW TOWNSHIP, ANDDAUPHIN COUNTY, LOWER SWATARA TOWHSHIP, PASUNOCO PENNSYLVANIA PIPELINE PROJECT
TB‐02
240 Continental Drive, Suite 200 Newark, Delaware 19713302.738.7551fax: 302.454.5988
Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406
Project Location: WHITE HOUSE LAND, HIGHSPIRE, PA (HARRISBURG AIRPORT PROPERTY) Page 1 of 1
HDD No.: S2-0280 Dates(s) Drilled: 11-05-14 Inspector: E. WATT
Boring No.: SB-01 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER
Drilling Contractor: HAD DRILLING Groundwater Depth (ft): 13.0 Total Depth (ft): 21.7
Sample Sample Depth (ft) Strata
No. From To From To (USCS)
0.0 2.0
1 3.0 5.0 2.0 14 1 3 7 9 10
9.0
2 8.0 10.0 9.0 14.0 15 SM 2 2 12 17 14
3 13.0 15.0 14.0 19 1 4 6 6 10
4 18.0 19.0 12 2 50/6" >50
20.0
5 21.5 21.7 20.0 2 50/2"
21.7
Notes/Comments:Pocket Pentrometer Testing DR: DECOMPOSED ROCKS1: 2.5 TSF
Strata (USCS) Designations are approximated based on visual review, except where indicated in Description of Materials.
* Number of blows of 140 lb. Hammer dropped 30 in. required to drive 2 in. split-spoon sampler in 6 in. increments.N: Number of blows to drive spoon from 6" to 18" interval.
DR WEAHERED TO A GREENISH BROWN, GRAY, AND REDDISH BRWN
TETRA TECH TEST BORING LOG
Strata Depth (ft)
Rec
ov.
(in)
Description of Materials 6" Increment Blows * N
ML
SM
TOPSOIL (24")
MOTTLED ORANGE AND REDDISH BROWN SILT WITH A LITTLE
FINE SAND.
DARK GRAY FINE TO MEDIUM SAND WITH SOME SILT.
WATER LEVEL THROUGH AUGERS AT 14.5'.
FINE SAND AND SILT, TRACE FINE GRAVEL.
DR WEATHERED TO A VARI-COLORED (GRAY, BROWN, WHITE) FINE
TO MEDIUM SAND WITH SOME SILT.
GRAY AND BROWN MEDIUM TO COARSE SAND AND FINE TO COARSE
SANDSTONE GRAVEL (PARTIALLY WEATHERED SANDSTONE).
STARTED GRINDING AT 20'.
AUGER REFUSAL AT 21.5'.
WET ON SPOON AT 13'.
CAVED AT 10', WATER LEVEL ON CAVE AT 4'.
240 Continental Drive, Suite 200 Newark, Delaware 19713302.738.7551fax: 302.454.5988
Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406
Project Location: WHITE HOUSE LAND, HIGHSPIRE, PA (HARRISBURG AIRPORT PROPERTY) Page 1 of 2
HDD No.: S2-0280 Dates(s) Drilled: 11-05/06-14 Inspector: E. WATT
Boring No.: SB-03 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER
Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 53.0
Sample Sample Depth (ft) Strata
No. From To From To (USCS)
1 3.0 5.0 0.0 20 6 8 5 6 13
2 8.0 10.0 12 3 2 2 2 4
3 13.0 15.0 17 WH 1 1 1 2
14.7
4 18.0 20.0 14.7 24 1 4 6 10 10
5 23.0 25.0 24 1 3 6 9 9
6 28.0 29.5 18 6 21 50 >50
7 33.0 34.4 14 6 13 50/5"
37.0
8 38.0 38.6 37.0 8 30 50/2"
9 43.0 43.2 43.2 2 50/2"
SEE PAGE 2 FOR ROCK CORE DATA
Notes/Comments:Pocket Pentrometer Testing DR: DECOMPOSED ROCKS4: 3.5 TSFS5: 2 TSF
Strata (USCS) Designations are approximated based on visual review, except where indicated in Description of Materials.
* Number of blows of 140 lb. Hammer dropped 30 in. required to drive 2 in. split-spoon sampler in 6 in. increments.N: Number of blows to drive spoon from 6" to 18" interval.
HIS
TO
RIC
FIL
L (M
L/S
M)
CL
PARTIALLY WEATHERED MAROON SANDSTONE.
MOTTLED GRAY AND BROWN SILTY CLAY, TRACE FINE SAND, AND
A TRACE FINE GRAVEL (USCS: CL)
REDDISH BROWN TO MAROON SILTY CLAY WITH A LITTLE FINE SAND,
AND A LITTLE FINE GRAVEL.
DR WEATHERED TO A REDDISH BROWN MICACEOUS SILTY CLAY,
TRACE FINE SAND, AND TRACE UNWEATHERED GRAVEL.
DR WEATHERED TO A REDDISH BROWN SILTY CLAY WITH A LITTLE TO
SOME FINE SAND, TRACE UNWEATHERED FINE GRAVEL (USCS: CL).
WEATHERED REDDISH BROWN SILTSTONE.
DARK GRAY TO BLACK SILT AND FINE TO MEDIUM SAND WITH A LITTLE
GRAVEL AND COAL (FILL)
TETRA TECH TEST BORING LOG
Strata Depth (ft)
Rec
ov.
(in)
Description of Materials 6" Increment Blows * N
NO DISCERNABLE TOPSOIL
DARK GRAY TO BLACK SILT AND FINE TO MEDIUM SAND WITH A LITTLE
GRAVEL AND COAL (FILL)
DARK GRAY TO BLACK SILT AND FINE TO MEDIUM SAND WITH A LITTLE
GRAVEL AND COAL (FILL)
240 Continental Drive, Suite 200 Newark, Delaware 19713302.738.7551fax: 302.454.5988
Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406
Project Location: WHITE HOUSE LAND, HIGHSPIRE, PA (HARRISBURG AIRPORT PROPERTY) Page 2 of 2
HDD No.: S2-0280 Dates(s) Drilled: 11-05/06-14 Inspector: E. WATT
Boring No.: SB-03 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER
Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 53.0
Sample Sample Depth (ft) Strata
No. From To From To (USCS)
RUN 1 44.0 48.0 44.0 46
45.2
45.2 45.4
45.4
47.0
47.0 47.2
47.2
48.0
RUN 2 48.0 53.0 48.0 54
49.5
49.5 49.7
49.7
51.5
51.5 51.9
51.9 52.4
52.4 52.5 MAROON SANDSTONE.
52.5 52.9 CONGLOMERATE LENS, ANGLED FRAC. 52.54-52.65.
52.9 53.0 MAROON SANDSTONE
CORE TESTING RESULTS (DEPTH 49'):
CAVED AT 41', DRY.
Notes/Comments:Pocket Pentrometer Testing
Strata (USCS) Designations are approximated based on visual review, except where indicated in Description of Materials.
* Number of blows of 140 lb. Hammer dropped 30 in. required to drive 2 in. split-spoon sampler in 6 in. increments.N: Number of blows to drive spoon from 6" to 18" interval.
COMPRESSIVE STRENGTH: 13,090 PSI
UNIT WEIGHT: 146.8 PCF
REDDISH BROWN SANDSTONE, ANGLED FRACTURES 45.88-45.94,
TETRA TECH TEST BORING LOG
Strata Depth (ft)
Rec
ov.
(in)
Description of Materials 6" Increment Blows * N
ROCK CORING
MAROON SANDSTONE. ANGLED FRACTURE 44.65 TO 44.73, FRAC.
ZONE 45.08 TO 45.26.
CONGOMERATE LENSE.
TCR: 96%, SCR: 83%, RQD: 72%
TCR: 90%, SCR: 57%, RQD: 48%
RO
CK
CONGLOMERATE LENS, ANGLED FRAC. 49.55-49.63
RB SANDSTONE, FRAC. 50.2, ANGLED FRAC. 50.4-50.5, 50.57-50.66,
FRAC. 50.73.
MAROON SANDSTONE.
CONGLOMERATE LENS, FRAC. 52.0, ANGLED FRAC. 52.12-52.2.
FRACTURE ZONE 46.28-46.34. CALCITE VEIN 46.9.
CONGOMERATE LENSE.
REDDISH BROWN SANDSTONE. MECHANCICAL BREAK 47.63, FRAC.
ZONE 47.87 TO 48.0.
REDDISH BROWN SANDSTONE, FRAC. ZONE 48-48.5, ANGLED FRAC.
48.79-49.63.
Test Water Percent USCS
HDD Boring Sample Content, % Silts/Clays, % Liquid Plastic Plasticity Classif.
No. No. No. From To (ASTM D2216) (ASTM D1140) Limit, % Limit, % Index, % (ASTM D2487)
1 3.0 5.0 23.4 89.5 - - - -
2 8.0 10.0 16.3 24.9 - - - -
3 13.0 15.0 40.0 47.8 - - - -
4 18.0 19.0 29.8 28.8 - - - -
2 8.0 10.0 31.2 57.9 - - - -
4 18.0 20.0 22.4 96.8 32 17 15 CL
6 28.0 29.5 9.6 91.4 - - - -
7 33.0 34.4 11.6 80.2 30 20 10 CL
8 38.0 38.6 7.0 55.7 - - - -
Boring Core UnitNo. Run Weight (pcf)
SB-03 2 146.8
Notes:
1) Sample depths based on feet below grade at time of exploration.
S2-0280
SB-01
SB-03
Rock Core Testing ResultsApproximate Compressive
Depth (ft) Strength (psi)49.0 13,090
GEOTECHNICAL LABORATORY TESTING SUMMARYSUNOCO PENNSYLVANIA PIPELINE PROJECT
HDD S2-0280
Atterburg Limits (ASTM D4318)
Depth of Sample (ft.)
Tetra TechNewark, Delaware
HDD No. NAMEBORING NO.
REGIONAL GEOLOGY DESCRIPTIONGENERAL
TOPOGRAPHIC SETTING
BEDROCK FORMATION
GENERAL ROCK TYPEAPPROX MAX FM THICKNESS
(FT)
DEPTH TO ROCK (Ft bgs) based on nearby well drilling logs
NOTES / COMMENTS
SB‐01Upland to river bank
5‐10
SB‐02Floodplain, Lowland, W. bank of river
SB‐03Lowland, W. of
RR tracks
Note : Source of well log data ‐ http://www.dcnr.state.pa.us/topogeo/groundwater/pagwis/records/index.htm. All other sources as referenced in comments section.
20‐30
16,000S2‐0280Susquehanna
River
SUNOCO PENNSYLVANIA PIPELINE PROJECTREGIONAL GEOLOGY SUMMARY
HDD S2‐0280
Gettysburg Fm ‐ reddish‐brown to maroon silty mudstone and shale and soft, red‐brown, medium‐ to fine‐grained sandstone, with minor amounts of yellowish‐brown shale and sandstone and thin beds of impure limestone.
Gettysburg FmSilty mudstone‐shale‐sandstone w/ some impure limestone
Tetra Tech, Inc.Newark, Delaware
BeddingLocation Boring No. Core Run From To TCR (%) SCR (%) RQD (%) From To Weathering Classification Thickness (ft) Color Discontinuity Data
44 45 Slight Silty Sandstone Massive RedSingle fracture, approximately 25°
45 45.5 Moderate ConglomerateLaminar thin beds, well graded
Red Near horizontal bedding
45.5 52 Slight Silty Sandstone Massive RedOccasional conglomerate lens, fractures ranging from 0° to 45°, Avg. 21°
52 53 Moderate ConglomerateThin beds, less
than 1"Red to dark red
Bedding dip approximately 28°; few fractures along bedding surfaces
90 57 48
S2‐0280 SB‐3
2 48 53
ROCK CORE DESCRIPTION SUMMARYSUNOCO PENNSYLVANIA PIPELINE PROJECT
HDD S2‐0280
Core Depth (ft) Depth (ft)
96 83 721 44 48
Tetra Tech, Inc.Newark, Delaware
FIELD DESCRIPTION AND LOGGING SYSTEM FOR SOIL EXPLORATION
GRANULAR SOILS (Sand, Gravel & Combinations)
Density N (blows)* Very Loose 5 or less Loose 6 to 10 Medium Dense 11 to 30 Dense 31to 50 Very Dense 51 or more
Relative Proportions Description Term Percent Trace 1 - 10 Little 11 - 20 Some 21 - 35 And 36 - 50
COHESIVE SOILS (Silt, Clay & Combinations)
ROCK (Rock Cores)
Rock
Quality Designation (RQD), %
Rock Quality Descripti
on 0-25 Very Poor
25-50 Poor 50-75 Fair 75-90 Good
90-100 Excellent *N - Standard Penetration Resistance. Driving a 2.0" O.D., 1-3/8" I.D. sampler a distance of 18 inches into undisturbed soil with a 140 pound hammer free falling a distance of 30.0 inches. The number of hammer blows to drive the sampler through each 6 inch interval is recorded; the number of blows required to drive the sampler through the final 12 inch interval is termed the Standard Penetration Resistance (SPR) N-value. For example, blow counts of 6/8/9 (through three 6-inch intervals) results in an SPR N-value of 17 (8+9).
Groundwater observations were made at the times indicated. Groundwater elevations fluctuate throughout a given year, depending on actual field porosity and variations in seasonal and annual precipitation.
Particle Size Identification Boulders 8 in. diameter or more Cobbles 3 to 8 in. diameter Gravel Coarse (C) 3 in. to ¾ in. sieve Fine (F) ¾ in. to No. 4 sieve Sand Coarse (C) No. 4 to No. 10 sieve
(4.75mm-2.00mm) Medium
(M) No. 10 to No. 40 sieve (2.00mm – 0.425mm)
Fine (F) No. 40 to No. 200 sieve (0.425 – 0.074mm)
Silt/Clay Less Than a No. 200 sieve (<0.074mm)
Consistency N (blows)* Very Soft 3 or less Soft 4 to 5 Medium Stiff 6 to 10 Stiff 11 to 15 Very Stiff 16 to 30 Hard 31 or more
Plasticity Degree of Plasticity Plasticity Index None to Slight 0 - 4 Slight 5 - 7 Medium 8- 22 High to Very High > 22
