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'