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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
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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 01-30-17 DLM 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+
Sheets and ViewsPA-YO-0063.0000-RRa-16