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HOR PC
N39.898417
W75.435534
HOR PT
N39.898091
W75.435261
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79
SE PENNSYLVANIA RR
N39.897314
W75.434545
GEOTECH SB-03
PROPOSED 20" PIPELINE
PROPOSED 16" PIPELINE
GLEN RIDDLE ROAD
N39.895884
W75.433229
GEOTECH SB-04
HDD ENTRY/EXIT
N39.893518
W75.431051
-100
0
100
200
300
-100
0
100
200
300
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
10°
UT
IL
IT
Y T
V U
G
20
+0
1
EX
IS
TIN
G S
UN
OC
O P
IP
EL
IN
E
25
+4
3
EX
IS
TIN
G S
EW
ER
LIN
E
26
+6
2
UN
DE
RG
RO
UN
D E
LE
CT
RIC
AL
27
+0
7
EX
IS
TIN
G S
UN
OC
O P
IP
EL
IN
E
28
+6
2
1315'
45'
87'
61'
STA. 30+15
EL. 30'
STA. 32+93
EL. 54'
APPROXIMATE
BEDROCK
GRADE
HD
D E
NT
RY
/E
XIT
33
+7
9
EL
.6
9'
GE
OT
EC
H S
B-0
3
18
+8
4, 1
5' R
T
GE
OT
EC
H S
B-0
4
29
+9
0, 9
2' R
T
R=1600'
L=278'
S=280'
UN
DE
RG
RO
UN
D E
LE
CT
RIC
AL
23
+7
9
EX
IS
TIN
G W
AT
ER
LIN
E
23
+3
7
EX
IS
TIN
G S
EW
ER
LIN
E
23
+2
9
GL
EN
R
ID
DL
E R
OA
D
23
+2
2
OV
ER
HE
AD
E
LE
CT
RIC
23
+0
2
EX
IS
TIN
G W
AT
ER
LIN
E
26
+5
2
APPROXIMATE
BEDROCK
GL
EN
R
ID
DL
E R
OA
D
23
+2
1
UT
IL
IT
Y T
V U
G
21
+0
0
DR
IV
EW
AY
19
+6
1
CL
S
TR
EA
M S
-1
4
32
+6
9
16'
UT
IL
IT
Y F
IB
ER
OP
TIC
S
30
+4
7
EX
IS
TIN
G G
AS
L
IN
E
22
+9
7
EX
IS
TIN
G W
AT
ER
LIN
E
21
+9
6
OV
ER
HE
AD
P
OW
ER
LIN
E
23
+0
3
ED
GE
O
F W
ET
LA
ND
I1
ED
GE
O
F W
ET
LA
ND
I1
EX
IS
TIN
G W
AT
ER
LIN
E
30
+4
0
0
FEET
100 100 200
STA 17+00
PU
LLB
AC
K A
LO
NG
RO
W
EXISTING SUNOCO PIPELINES
PA-DE-0103.0001
GLE
N R
ID
DLE
R
D
SEE
PA-DE-0100.0000-RRa-16
NOTE: REFER TO TEST BORING LOG S3-0620
FOR COMPLETE SOIL MATERIAL DESCRIPTION
-NG EL. 127'
GEOTECH SB-03
-TOPSOIL (0' - 0.5')
-COMPLETION
DEPTH EL. 86'
-GROUNDWATER (28.0')
-SM (0.5' - 31.0')
-WEATHERED GNEISS
(28.0' - 41.0')
-SC (0.1' - 4.0')
-NG EL. 72'
GEOTECH SB-04
-TOPSOIL (0' - 0.1')
-CL (4.0' - 6.5')
-COMPLETION
DEPTH EL. 60'
-WEATHERED GNEISS
(12.0' - 12.3')
-GROUNDWATER (4.0')
-SM (6.5' - 12.0')
SUNOCO EASEMENT
LIMITS - NOT LOD
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
-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
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 30-35 MIL ARO (POWERCRETE R95)
5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50).
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. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT.
12. SUNOCO PIPELINE, L.P.'S HORIZONTAL DIRECTIONAL DRILL INADVERTENT RETURN CONTINGENCY PLAN
WILL BE IMPLEMENTED AT ALL TIMES.
13. SUNOCO PIPELINE, L.P.'S EROSION AND SEDIMENTATION CONTROL PLAN WILL BE IMPLEMENTED AT ALL
TIMES.
TO
TO
DWG NO DWG NO DESCRIPTION
16
SHEET 13SHEET 12
ES-6.18 ES-6.20
GLEN RIDDLE RD, SOUTHEASTERN PENNSYLVANIA RR
1"=200'
PA-DE-0100.0000-RRb-16
DELAWARE COUNTY, PENNSYLVANIA - UPPER CHICHESTER TOWNSHIP
S3-0620B-16
A ISSUED FOR REVIEWMRS RMB AAW 08/14/1508/14/15 08/14/15
EP2 REVISED PER PADEP COMMENTS RECEIVED 09-06-16MRS RMB AAW10/07/16 10/07/1610/07/16
EP1 REVISED PER PADEP COMMENTSMRS RMB AAW05/10/16 05/10/1605/10/16
EP MRS RMB AAW02/26/1602/26/16 02/26/16
B ISSUED FOR BIDMRS RMB AAW08/31/1508/31/15 08/31/15
3379'
3416'