0+

00

2+

00

4+

00

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00

8+

00

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00

12+

00

14+

00

16+

00

18+

00

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00

22+

00

24+

00

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00

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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 01-30-17 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