1319+

99

1346+

39

PE-CA-006.000

2640'

UF OL/ROW UF

McB LkD McB AcB McB McD

CLASS I

0.72

1480 PSIG

PORTER RUN BLACK CREEK

HQ-CWF, MF HQ-CWF, MF

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGP

ESCGP

ES

CG

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGPESCGP ESCGP

ESCGP

ES

CG

PE

SC

GP

ESCGPESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP ESCGP ESCGP

ESCGP ESCGP

ESCGPESCGP ESCGP

ESCGP ESCGP ESCGP ESCGPESCGP ESCGP

ESCGPESCGP

ESCGPESCGP

ESCGPESCGP ESCGP ESCGP

ESCGP

ESCGPESCGPESCGPESCGP

ESCGPESCGPESCGP

ESCGPESCGP

ESCGPESCGP

ESCGPESCGPESCGP

ESCGPESCGPESCGPESCGPESCGPESCGPESCGP

ESCGPESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGPESCGP

E

S

C

G

P

ES

CG

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ES

CG

P

ESCGPESCGPESCGP

ESCGPESCGP

ESCGP

1320+001325+00

1330+00 1335+00 1340+00

1345+00

1350+0

PROPOSED 36" PENNEAST PIPELINE

EXISTING PETROLEUM LINES

(BUCKEYE PARTNERS, LP)

⅊

⅊

AR

-034A

(RE

FE

R T

O

AC

CE

SS

RO

AD

DE

TA

IL)

PE

-CA

-005.0

00

PE-CA-006.000

PE

-CA

-006.0

00

AR-034

(REFER TO ACCESS ROAD DETAIL)

U

N

N

A

M

E

D

R

O

A

D

WETLAND

110614_JC_001_VP

1

7

8

0

'

1

7

9

0

'

1

7

9

0

'

1

7

9

0

'

1

8

0

0

'

1

8

0

0

'

1

8

0

0

'

1

8

1

0

'

1830'

1840'

1

8

6

0

'

1870'

1

7

7

0

'

1

7

7

0

'

1

7

8

0

'

1

7

8

0

'

1

7

9

0

'

1

8

0

0

'

1

8

1

0

'

1

8

2

0

'

1

8

3

0

'

1

8

4

0

'

1

8

5

0

'

1

8

6

0

'

1760'

1

7

7

0

'

1

8

5

0

'

1820'

UTILITY EASEMENT

275'

20'

75'

35'

125'

75'

20'

125'

75'

LkD

AcB

McD

LkB

McB

McB

STAGING AREA

PE-STA-B-05

M.P.

25.0

SE

E D

WG

: 000-03-01-050

ST

A. 1319+

99

M.P.

25.5

ST

A. 1346+

39

SE

E D

WG

: 000-03-01-052

N

1320+00 1321+00 1322+00 1323+00 1324+00 1325+00 1326+00 1327+00 1328+00 1329+00 1330+00 1331+00 1332+00 1333+00 1334+00 1335+00 1336+00 1337+00 1338+00 1339+00 1340+00 1341+00 1342+00 1343+00 1344+00 1345+00 1346+00

1600' 1600'

1700' 1700'

1800' 1800'

1900' 1900'

2000' 2000'

EXISTING GRADE

ST

A. 1

31

9+

99

ST

A. 1

34

6+

39

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

51

.D

WG

20

19

/1

0/1

7 B

LA

89

97

0

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1319+99 STA. 1346+39

1" = 100' 000-03-01-051 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

000-03-03-020.2 ACCESS ROAD DETAIL

000-03-03-020.1 ACCESS ROAD DETAIL

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN

1346+

39

1362+

78

PE-CA-006.000

1639'

1362+

78

1372+

80

PE-CA-007.000

1002'

1

3

6

2

+

7

8

P

R

O

P

E

R

T

Y

L

I

N

E

1

3

6

2

+

7

8

P

.

I

.

~

1

0

°

0

2

'

0

4

"

L

T

1

3

6

3

+

7

8

P

.

I

.

~

1

0

°

0

5

'

1

5

"

R

T

UF

McD LkB McD McB

CLASS I

0.72

1480 PSIG

BLACK CREEK

HQ-CWF, MF

X

ESCGP

ESCGP

ESCGPESCGP ESCGP

ESCGPESCGP ESCGP ESCGP

ESCGP ESCGPESCGP

ESCGP

ESCGP ESCGPESCGP

ESCGPESCGP ESCGP

ESCGP

ESCGPESCGP

ESCGPESCGP

ESCGPESCGP

ESCGPESCGP

ESCGPESCGP

ESCGP

ESCGP

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGPESCGPESCGP

ESCGPESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGPESCGP

ESCGPESCGPESCGP

ESCGPESCGP

ESCGP

ESCGP

ESCGP

SCGP

1345+00

1350+00

1355+00

1360+00

1365+00

1370+00

1

3

7

5

+

0

0

PROPOSED 36" PENNEAST PIPELINE

EXISTING PETROLEUM LINES

(BUCKEYE PARTNERS, LP)

⅊

⅊

⅊

⅊

PE-CA-007.0000

PE-CA-006.000

1830'

1840'

1

8

6

0

'

1

8

7

0

'

1870'

1870'

1

8

8

0

'

1

8

2

0

'

1

8

3

0

'

1

8

4

0

'

1

8

5

0

'

1

8

5

0

'

1

8

5

0

'

1

8

6

0

'

1

8

6

0

'

1

8

6

0

'

1

8

7

0

'

1

8

5

0

'

1820'

1

8

9

0

'

1880'

UTILITY EASEMENT

75'

20'

65'

35'

65'

35'

McD

LkB

McD

McB

M.P.

25.5

SE

E D

WG

: 000-03-01-051

ST

A. 1346+

39

M.P.

26.0

ST

A. 1372+

80

SE

E D

WG

: 000-03-01-053

N

1347+00 1348+00 1349+00 1350+00 1351+00 1352+00 1353+00 1354+00 1355+00 1356+00 1357+00 1358+00 1359+00 1360+00 1361+00 1362+00 1363+00 1364+00 1365+00 1366+00 1367+00 1368+00 1369+00 1370+00 1371+00 1372+00

1700' 1700'

1800' 1800'

1900' 1900'

2000' 2000'

EXISTING GRADE

ST

A. 1

34

6+

39

ST

A. 1

37

2+

80

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

52

.D

WG

20

19

/1

0/1

7 B

AR

76

29

6

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1346+39 STA. 1372+80

1" = 100' 000-03-01-052 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN

1372+

80

1380+

61

PE-CA-007.000

783'

1380+

61

1387+

22

PE-CA-005.000

661'

1387+

22

1387+

77

PE-CA-005.000-HWY

55'

1387+

77

1399+

19

PE-CA-005.000

1142'

1

3

7

3

+

0

2

P

.

I

.

~

1

3

°

3

9

'

1

1

"

L

T

1

3

8

0

+

6

1

P

R

O

P

E

R

T

Y

L

I

N

E

1

3

8

1

+

5

1

P

.

I

.

~

3

0

°

4

7

'

2

5

"

R

T

1

3

8

7

+

1

1

C

E

N

T

E

R

L

I

N

E

O

F

P

P

&

L

O

V

E

R

H

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A

D

L

I

N

E

1

3

8

7

+

1

8

E

D

G

E

O

F

P

A

V

E

M

E

N

T

1

3

8

7

+

2

2

P

R

O

P

E

R

T

Y

L

I

N

E

1

3

8

7

+

2

5

E

D

G

E

O

F

P

A

V

E

M

E

N

T

1

3

8

7

+

3

7

C

E

N

T

E

R

L

I

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O

F

U

G

I

U

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I

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I

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I

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S

,

I

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C

.

P

I

P

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L

I

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1

3

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+

4

1

C

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L

I

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F

S

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A

T

E

R

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9

4

0

1

3

8

7

+

5

7

E

D

G

E

O

F

P

A

V

E

M

E

N

T

1

3

8

7

+

6

0

G

U

A

R

D

R

A

I

L

1

3

8

7

+

6

0

G

U

A

R

D

R

A

I

L

1

3

8

7

+

6

3

C

E

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T

E

R

L

I

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F

U

G

I

U

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S

,

I

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1

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6

8

C

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F

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R

H

E

A

D

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1

3

8

7

+

7

7

P

R

O

P

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R

T

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L

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E

1

3

8

9

+

7

7

P

.

I

.

~

1

3

°

0

6

'

4

4

"

L

T

1

3

9

4

+

7

8

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

1

1

4

_

J

C

_

0

0

1

B

_

P

F

O

1

3

9

5

+

0

4

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

1

1

4

_

J

C

_

0

0

1

B

_

P

F

O

1

3

9

7

+

9

7

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

1

1

4

_

J

C

_

0

0

1

_

P

E

M

1

3

9

8

+

7

5

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

1

1

4

_

J

C

_

0

0

1

_

P

E

M

UF CI UF OL/ROW UF RD UF

McB McD AcB MrB

CLASS I CLASS III CLASS I

0.72 0.50 0.72

1480 PSIG

BLACK CREEK

HQ-CWF, MF

G

A

S

O

H

O

H

O

H

O

H

O

H

O

H

OH

OH

OH

O

H

O

H

O

H

O

H

ESCGP

ESCGP

P

ESCGP

ESCGP

ESCGP

ESCGP

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGP

ES

CG

P

ES

C

G

P

ES

C

G

P

E

SC

ES

C

G

P

ES

C

G

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

1370+00

1

3

7

5

+

0

0

1

3

8

0

+

0

0

1

3

8

5

+

0

0

1390+00

1395+00

1400+00

⅊

PE

-CA

-007.0

000

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

PROPOSED 36" PENNEAST PIPELINE

EXISTING PETROLEUM LINES

(BUCKEYE PARTNERS, LP)

EXISTING GAS LINES

(UGI UTILITIES INC.)

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊

⅊⅊

⅊

⅊

PE-CA-007.0000

PE-CA-005.000

PE-CA-010.000

PE-CA-009.000

PE-CA-A005.000

PE-CA-011.000

PE-CA-005.000

PE-CA-005.000

EXISTING

OVERHEAD LINE

S

T

A

T

E

R

O

U

T

E

9

4

0

UNNAMED ROAD

EXISTING

SEWER LINE

PE

-C

A-012.0

00

PE-CA-008.000

UNNAMED ROAD

PE-CA-A004.000

PE-CA-005.000-HWY

WATERBODY

102114_JC_1003_E_MI

W

AT

ER

BO

D

Y

102114_JC

_1002_P

_M

I

W

AT

ER

BO

DY

102114_JC

_1001_P

_M

I

WETLAND

102114_JC_001B_PFO

WETLAND

102114_JC_001_PEM

WETLAND

102114_JC_001B_PSS

W

ET

LA

ND

112414_JC

_003_P

EM

⅊

⅊

1

8

8

0

'

1

8

7

0

'

1

7

7

0

'

1

8

1

0

'

1

8

2

0

'

1

8

6

0

'

1

8

7

0

'

1

8

9

0

'

1750'

1

7

5

0

'

1

7

6

0

'

1

7

8

0

'

1790'

1

8

0

0

'

1

8

3

0

'

1

8

4

0

'

1

8

5

0

'

1

8

8

0

'

1

8

9

0

'

1

7

5

0

'

1

7

6

0

'

1

7

7

0

'

1

7

8

0

'

1

7

9

0

'

1800'

1810'

1820'

1830'

1840'

1

8

5

0

'

1

8

6

0

'

1

8

7

0

'

1880'

1880'

1

8

8

0

'

UTILITY EASEMENT

65'

35'

60'

115'

35'

115'

35'

65'

35'

115'

65'

30'

45'

1

1

5

'

3

0

'

4

5

'

McB

McD

N

vB

McB

AcB

NvB

LAT:

LONG:

41° 5' 16.39" N

75° 39' 45.87" W

LAT: 41° 5' 17.70" N

LONG: 75° 39' 46.02" W

W

ET

LA

N

D

102114_JC

_001_P

EM

- 2

WETLAND

102114_JC_001_PEM - 2

WETLAND

102114_JC_001_PEM-1

M.P.

26.0

SE

E D

WG

: 000-03-01-052

ST

A. 1372+

80

M.P.

26.5

ST

A. 1399+

19

SE

E D

WG

: 000-03-01-054

N

1373+00 1374+00 1375+00 1376+00 1377+00 1378+00 1379+00 1380+00 1381+00 1382+00 1383+00 1384+00 1385+00 1386+00 1387+00 1388+00 1389+00 1390+00 1391+00 1392+00 1393+00 1394+00 1395+00 1396+00 1397+00 1398+00 1399+00

1600' 1600'

1700' 1700'

1800' 1800'

1900' 1900'

2000' 2000'

EXISTING GRADE

ST

A. 1

37

2+

80

ST

A. 1

39

9+

19

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

53

.D

WG

20

19

/1

0/1

7 B

AR

76

29

6

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1372+80 STA. 1399+19

1" = 100' 000-03-01-053 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN

1399+

19

1400+

32

PE-CA-005.000

113'

1400+

32

1403+

33

PE-CA-012.000

301'

1403+

33

1422+

24

PE-CA-012.001

1891'

1422+

24

1426+

09

PE-CA-012.000-HWY

385'

1426+

09

1432+

06

PE-CA-012.000

597'

1

4

0

0

+

3

2

P

R

O

P

E

R

T

Y

L

I

N

E

1

4

0

1

+

4

0

P

.

I

.

~

8

°

5

9

'

0

8

"

L

T

1

4

0

3

+

0

7

E

D

G

E

O

F

W

A

T

E

R

B

O

D

Y

1

0

2

1

1

4

_

J

C

_

1

0

0

1

_

P

_

M

I

1

4

0

3

+

1

3

C

E

N

T

E

R

L

I

N

E

O

F

S

T

R

E

A

M

1

4

0

3

+

1

4

E

D

G

E

O

F

W

A

T

E

R

B

O

D

Y

1

0

2

1

1

4

_

J

C

_

1

0

0

1

_

P

_

M

I

1

4

0

3

+

3

3

P

R

O

P

E

R

T

Y

L

I

N

E

1

4

0

3

+

3

8

P

.

I

.

~

1

°

0

5

'

2

7

"

L

T

1

4

1

2

+

4

5

P

.

I

.

~

9

0

°

0

0

'

0

0

"

R

T

1

4

1

2

+

4

7

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

1

1

4

_

J

C

_

0

0

1

_

P

E

M

1

4

1

2

+

7

2

P

.

I

.

~

9

0

°

0

0

'

0

0

"

L

T

1

4

1

2

+

8

2

P

.

I

.

~

9

0

°

0

0

'

0

0

"

L

T

1

4

1

3

+

0

9

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

1

1

4

_

J

C

_

0

0

1

_

P

E

M

1

4

1

3

+

3

2

P

.

I

.

~

9

0

°

0

0

'

0

0

"

L

T

1

4

1

5

+

7

9

P

.

I

.

~

9

0

°

0

0

'

0

0

"

R

T

1

4

1

6

+

5

4

P

.

I

.

~

9

0

°

0

1

'

1

7

"

R

T

1

4

2

2

+

2

4

F

E

N

C

E

L

I

N

E

1

4

2

2

+

2

4

P

R

O

P

E

R

T

Y

L

I

N

E

1

4

2

2

+

3

4

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

1

1

4

_

J

C

_

0

0

1

_

P

E

M

1

4

2

2

+

6

0

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

1

1

4

_

J

C

_

0

0

1

_

P

E

M

1

4

2

2

+

9

3

E

D

G

E

O

F

P

A

V

E

M

E

N

T

1

4

2

3

+

1

3

C

E

N

T

E

R

L

I

N

E

O

F

I

-

8

0

1

4

2

3

+

3

3

E

D

G

E

O

F

P

A

V

E

M

E

N

T

1

4

2

3

+

3

9

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

3

1

4

_

J

C

_

0

0

4

_

P

E

M

1

4

2

5

+

2

7

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

3

1

4

_

J

C

_

0

0

4

_

P

E

M

1

4

2

5

+

3

8

E

D

G

E

O

F

P

A

V

E

M

E

N

T

1

4

2

5

+

5

8

C

E

N

T

E

R

L

I

N

E

O

F

I

-

8

0

1

4

2

5

+

7

8

E

D

G

E

O

F

P

A

V

E

M

E

N

T

1

4

2

6

+

0

9

P

R

O

P

E

R

T

Y

L

I

N

E

1

4

2

8

+

6

4

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

3

1

4

_

J

C

_

0

0

2

_

P

F

O

1

4

2

8

+

7

1

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

3

1

4

_

J

C

_

0

0

2

_

P

F

O

1

4

2

8

+

7

2

E

D

G

E

O

F

G

R

A

V

E

L

1

4

2

8

+

7

8

C

E

N

T

E

R

L

I

N

E

O

F

U

N

N

A

M

E

D

R

O

A

D

1

4

2

8

+

8

4

E

D

G

E

O

F

G

R

A

V

E

L

1

4

2

9

+

0

3

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

3

1

4

_

J

C

_

0

0

2

_

P

F

O

1

4

2

9

+

6

9

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

3

1

4

_

J

C

_

0

0

2

_

P

F

O

1

4

3

0

+

8

4

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

3

1

4

_

J

C

_

0

0

2

_

P

S

S

UF WB/OW UF UF OL/ROW RD UF RD UF RD UF

MrB NvB MrB MrB Mu

CLASS I

0.72

1480 PSIG

102114_JC_1001_P_MI

I: DPX

II: FX

III: CD

BLACK CREEK

HQ-CWF, MF

X

X

X

X

X

X

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGP

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

E

S

C

G

P

ESCGP

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

G

P

1

4

0

0

+

0

0

1405+00

1410+00

1415+00

1420+00

1425+00

1430+00

1435+00

⅊

⅊

⅊

⅊

⅊

⅊

⅊

PROPOSED 36" PENNEAST PIPELINE

EXISTING PETRO

LEUM LINES

(BUCKEYE PARTNERS, LP)

U

N

N

A

M

E

D

R

O

A

D

PROPOSED KIDDER

COMPRESSOR STATION

(REFER TO FACILITY ERO

SION

AND SEDIMENT CONTROL PLAN)

⅊

⅊

⅊

⅊

⅊

⅊

P

E

-C

A

-0

0

5

.0

0

0

I

-

8

0

I

-

8

0

PE-CA-012.000

PE-CA-012.000

PE-CA-012.001

PE-CA-012.000

⅊

PROPOSED INTERSTATE I-80

HDD ENTRY/EXIT POINT

STA. 1416+54

(REFER TO HDD DETAIL)

PE-CA-012.000-HWY

W

A

T

E

R

B

O

D

Y1

0

2

1

1

4

_

JC

_

1

0

0

3

_

E

_

M

I

WATERBODY

102114_JC_1002_P_MI

WATERBODY

102114_JC_1001_P_MI

WATERBO

DY

112414_JC_1004_P_MI

WATERBODY

112514_JC_1001_I_MI

W

E

T

L

A

N

D

1

0

2

1

1

4

_

JC

_

0

0

1

_

P

E

M

W

E

T

L

A

N

D

1

0

2

1

1

4

_

JC

_

0

0

1

B

_

P

S

S

WETLAND

112414_JC_002_PFO

WETLAND

112414_JC_003_PEM

WETLAND

102114_JC_001_PFO

WETLAND

102114_JC_001A_PSS

WETLAND

102114_JC_001_PEM

WETLAND

102314_JC_004_PEM

WETLAND

102314_JC_001_PEM

WETLAND

102314_JC_002_PFO

WETLAND

102314_JC_002_PFO

WETLAND

102314_JC_002_PSS

WETLAN

D

NWI-003

WETLAND

NWI-003

WETLAND

NWI-465

WATERBODY

PA-NHD-613

WATERBODY

PA-NHD-613

⅊⅊

⅊⅊

1

7

6

0

'

1

7

7

0

'

1

7

7

0

'

1

7

5

0

'

1

7

5

0

'

1

7

5

0

'

1

7

6

0

'

1

7

6

0

'

1

7

6

0

'

1

7

7

0

'

1

7

5

0

'

1

7

5

0

'

1

7

6

0

'

1

7

6

0

'

1

7

6

0

'

1

7

6

0

'

UTILITY EASEMENT

115'

30'

90'

45'

65'

230'

30'

MrB

NvB

NvB

MrB

WETLAND

102114_JC_001_PEM - 5

WETLAND

102114_JC_001A_PSS - 1

WETLAND

102114_JC_001_PEM - 3

WETLAND

102114_JC_001A_PSS - 2

WETLAND

102114_JC_001_PEM - 4

WETLAND

102114_JC_001_PEM - 2

W

E

T

L

A

N

D

1

0

2

1

1

4

_

JC

_

0

0

1

_

P

E

M

- 2

WETLAND

102314_JC_002_PFO - 2

WETLAND

102314_JC_002_PFO - 1

WETLAND

102114_JC_001A_PSS - 3

M.P.

26.5

SE

E D

WG

: 000-03-01-053

ST

A. 1399+

19

M.P.

27.1R2

ST

A. 1432+

06

SE

E D

WG

: 000-03-01-055

N

1400+00 1401+00 1402+00 1403+00 1404+00 1405+00 1406+00 1407+00 1408+00 1409+00 1410+00 1411+00 1412+00 1413+00 1414+00 1415+00 1416+00 1417+00 1418+00 1419+00 1420+00 1421+00 1422+00 1423+00 1424+00 1425+00 1426+00 1427+00 1428+00 1429+00 1430+00 1431+00 1432+00

1600' 1600'

1700' 1700'

1800' 1800'

1900' 1900'

EXISTING GRADE

ST

A. 1

39

9+

19

ST

A. 1

43

2+

06

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

54

.D

WG

20

19

/1

0/1

7 B

LA

89

97

0

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1399+19 STA. 1432+06

1" = 100' 000-03-01-054 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

000-03-07-013 HDD EXHIBIT PLAN AND PROFILE

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN

1432+

06

1458+

81

PE-CA-012.000

2675'

1

4

4

5

+

1

5

E

D

G

E

O

F

W

E

T

L

A

N

D

1

0

2

3

1

4

_

J

C

_

0

0

2

_

P

S

S

1

4

5

4

+

7

7

P

.

I

.

~

4

4

°

1

4

'

0

1

"

R

T

1

4

5

6

+

0

2

P

.

I

.

~

4

4

°

1

3

'

4

3

"

L

T

UF WB/OW UF

Mu TuB TuC

CLASS I

0.72

1480 PSIG

BLACK CREEK

HQ-CWF, MF

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

1430+00

1435+00

1440+00

1445+00

1450+00

1

4

5

5

+

0

0

1460+00

PROPOSED 36" PENNEAST PIPELIN

E

EXISTING PETROLEUM LIN

ES

(BUCKEYE PARTNERS, L

P)

E-CA-012.000

STREAM

PA-NHD-041

STREAM

PA-NHD-041

PE-CA-0

12.000

UNNAMED ROAD

PROPOSED INTERSTATE I-80

HDD ENTRY/EXIT POINT

STA. 1454+77

(REFER TO HDD DETAIL)

WATERBODY

102314_JC_1001_P_MI

WETLAND

102314_JC_002_PFO

WETLAND

102314_JC_002_PFO

WETLAND

102314_JC_002_PSS

WETLAND

102314_JC_002_PSS

WETLAND

NWI-003

WETLAND

NWI-003

WETLAND

102214_JC_001_PEM

WETLAND

NWI-4

65

WETLAND

NWI-3

45

WETLAND

NWI-003

WETLAND

NWI-4

65

WATERBODY

PA-NHD-613

WATERBODY

PA-NHD-613

WATERBODY

PA-NHD-613

1

7

7

0

'

1

8

0

0

'

1810'

1

7

5

0

'

1

7

7

0

'

1

7

9

0

'

1

7

5

0

'

1750'

1750'

1760'

1

7

8

0

'

1

8

2

0

'

1

7

5

0

'

1

7

6

0

'

1780'

1800'

1810'

1

8

2

0

'

1

7

5

0

'

1

7

7

0

'

1

7

9

0

'

UTILITY EASEMENT

35'

115'

220'

115'

TuB

Mu

TuC

MrB

MrB

LAND

O - 2

M.P.

27.1R2

SE

E D

WG

: 000-03-01-054

ST

A. 1432+

06

M.P.

27.6R2

ST

A. 1458+

81

SE

E D

WG

: 000-03-01-056

N

1433+00 1434+00 1435+00 1436+00 1437+00 1438+00 1439+00 1440+00 1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00 1451+00 1452+00 1453+00 1454+00 1455+00 1456+00 1457+00 1458+00

1600' 1600'

1700' 1700'

1800' 1800'

1900' 1900'

2000' 2000'

EXISTING GRADE

ST

A. 1

43

2+

06

ST

A. 1

45

8+

81

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

55

.D

WG

20

19

/1

0/1

7 B

AR

76

29

6

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1432+06 STA. 1458+81

1" = 100' 000-03-01-055 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

000-03-07-013 HDD EXHIBIT PLAN AND PROFILE

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN

1458+

81

1485+

07

PE-CA-012.000

2626'

1

4

7

2

+

8

2

P

.

I

.

~

1

°

0

3

'

5

2

"

L

T

1

4

8

3

+

7

2

P

.

I

.

~

2

°

1

7

'

5

9

"

L

T

UF OL/ROW UF

TuC McB VsB

CLASS I

0.72

1480 PSIG

BLACK CREEK FOURTH RUN

HQ-CWF, MF HQ-CWF, MF

ESCGP

ESCGP

ES

CG

P

ESCGPESCGP ESCGP

ESCGPESCGP ESCGP

ESCGPESCGP

ESCGP ESCGPESCGP

ESCGPESCGP ESCGP

ESCGP ESCGPESCGP ESCGP

ESCGP

ESCGP ESCGPESCGP

ESCGPESCGP

ESCGP ESCGP

ES

CG

P

ESCGP

ES

CG

P

ESCGP

ESCGP E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGPESCGP

ESCGP

ESCGPESCGPESCGP

ESCGP

ESCGPESCGP

ESCGPESCGP

ESCGP

ESCGPESCGP

ESCGPESCGP

ESCGPESCGP

ESCGPESCGPESCGPESCGPESCGP

ESCGPESCGPESCGP

ESCGP

1

4

5

5

+

0

0

1460+001465+00

1470+00

1475+00

1480+00

1485+00

1

4

9

0

+

⅊

PROPOSED 36" PENNEAST PIPELINE

EXISTING PETROLEUM LINES

(BUCKEYE PARTNERS, LP)

⅊

PE-CA-012.000

⅊

PE-CA-013.000

UNNAMED ROAD

WETLAND

102214_JC_001_PEM

WETLAND

102314_JC_003_PSS

WETLAND

NWI-416

1

8

0

0

'

1

8

1

0

'

1

8

4

0

'

1850'

1860'

1

8

9

0

'

1

9

0

0

'

1

8

2

0

'

1

8

3

0

'

1

8

7

0

'

1

8

8

0

'

1

9

0

0

'

1800'

1810'

1

8

2

0

'

1

8

3

0

'

1

8

4

0

'

1

8

5

0

'

1860'

1

8

7

0

'

1

8

8

0

'

1

8

9

0

'

1

7

9

0

'

UTILITY EASEMENT

UTILITY EASEMENT

35'

115'

220'

115'

35'

65'

115'

115'

65'

35'

25'

35'

1

1

5

'

McB

Hy

V

s

B

TuC

SwB

VsB

M.P.

27.6R2

SE

E D

WG

: 000-03-01-055

ST

A. 1458+

81

M.P.

28.1R2

ST

A. 1485+

07

SE

E D

WG

: 000-03-01-057

N

1459+00 1460+00 1461+00 1462+00 1463+00 1464+00 1465+00 1466+00 1467+00 1468+00 1469+00 1470+00 1471+00 1472+00 1473+00 1474+00 1475+00 1476+00 1477+00 1478+00 1479+00 1480+00 1481+00 1482+00 1483+00 1484+00 1485+00

1700' 1700'

1800' 1800'

1900' 1900'

2000' 2000'

EXISTING GRADE

ST

A. 1

45

8+

81

ST

A. 1

48

5+

07

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

56

.D

WG

20

19

/1

0/1

7 B

AR

76

29

6

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1458+81 STA. 1485+07

1" = 100' 000-03-01-056 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN

1485+

07

1511+

51

PE-CA-012.000

2644'

1

4

8

5

+

0

9

P

.

I

.

~

3

3

°

3

6

'

5

5

"

L

T

1

4

8

5

+

6

4

P

.

I

.

~

3

°

4

4

'

3

1

"

L

T

1

4

9

1

+

6

7

P

.

I

.

~

1

°

5

5

'

5

0

"

L

T

1

4

9

4

+

6

0

P

.

I

.

~

1

°

1

7

'

5

7

"

R

T

1

5

0

2

+

1

7

E

D

G

E

O

F

D

I

R

T

1

5

0

2

+

2

0

C

E

N

T

E

R

L

I

N

E

O

F

U

N

N

A

M

E

D

R

O

A

D

1

5

0

2

+

2

3

E

D

G

E

O

F

D

I

R

T

1

5

0

5

+

8

1

C

E

N

T

E

R

L

I

N

E

O

F

U

N

N

A

M

E

D

R

O

A

D

UF

VsB SwB

CLASS I

0.72

1480 PSIG

FOURTH RUN

HQ-CWF, MF

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ES

CG

P

ES

CG

P

ESCGPESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP ESCGPESCGP ESCGP

ESCGP

ESCGP

ESCGPESCGP ESCGP

ESCGP ESCGPESCGP

ESCGPESCGP

ESCGP ESCGPESCGP ESCGP ESCGP

ESCGPESCGP

ESCGP

ESCGPESCGP

ESCGPESCGPESCGPESCGPESCGPESCGPESCGP

ESCGPESCGP

ESCGPESCGPESCGPESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGPESCGPESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGP

ES

CG

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

0

0

1

4

8

5

+

0

0

1490+00

1495+00

1500+001505+00

1510+001515+00

⅊

PROPOSED 36" PENNEAST PIPELINE

EXISTING PETROLEUM LINES

(BUCKEYE PARTNERS, LP)

PE-CA-012.000

PE-CA-012.000

⅊

U

N

N

A

M

E

D

R

O

A

D

U

N

N

A

M

E

D

R

O

A

D

U

N

N

A

M

E

D

R

O

A

D

P

E

-

C

A

-

0

1

3

.

0

0

0

W

E

T

L

A

N

D

1

0

2

3

1

4

_

J

C

_

0

0

3

_

P

S

S

WETLAND

NWI-416

1

8

9

0

'

1

9

0

0

'

1

9

1

0

'

1

9

2

0

'

1

9

3

0

'

1

9

4

0

'

1

9

5

0

'

1960'

1

9

7

0

'

1

9

8

0

'

1

9

9

0

'

1

9

0

0

'

1

9

1

0

'

1

9

2

0

'

1

9

3

0

'

1

9

4

0

'

1

9

5

0

'

1960'

1

9

7

0

'

1

9

8

0

'

UTILITY EASEMENT

1

1

5

'

6

5

'

2

5

'

3

5

'

115'

35'

65'

SwB

McD

VsB

SwB

M.P.

28.1R2

SE

E D

WG

: 000-03-01-056

ST

A. 1485+

07

M.P.

28.6R2

ST

A. 1511+

51

SE

E D

WG

: 000-03-01-058

N

1486+00 1487+00 1488+00 1489+00 1490+00 1491+00 1492+00 1493+00 1494+00 1495+00 1496+00 1497+00 1498+00 1499+00 1500+00 1501+00 1502+00 1503+00 1504+00 1505+00 1506+00 1507+00 1508+00 1509+00 1510+00 1511+00

1700' 1700'

1800' 1800'

1900' 1900'

2000' 2000'

2100' 2100'

EXISTING GRADE

ST

A. 1

48

5+

07

ST

A. 1

51

1+

51

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

57

.D

WG

20

19

/1

0/1

7 B

AR

76

29

6

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1485+07 STA. 1511+51

1" = 100' 000-03-01-057 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN

1511+

51

1526+

73

PE-CA-012.000

1522'

1526+

73

1538+

13

PE-CA-014.000

1140'

1

5

1

4

+

8

3

E

D

G

E

O

F

D

I

R

T

1

5

1

4

+

8

6

C

E

N

T

E

R

L

I

N

E

O

F

U

N

N

A

M

E

D

R

O

A

D

1

5

1

4

+

8

9

E

D

G

E

O

F

D

I

R

T

1

5

2

6

+

7

3

P

R

O

P

E

R

T

Y

L

I

N

E

1

5

2

8

+

2

8

C

E

N

T

E

R

L

I

N

E

O

F

P

P

L

E

L

E

C

T

R

I

C

U

T

I

L

I

T

I

E

S

C

O

R

P

.

O

V

E

R

H

E

A

D

L

I

N

E

1

5

2

8

+

4

1

E

D

G

E

O

F

G

R

A

V

E

L

1

5

2

8

+

5

1

C

E

N

T

E

R

L

I

N

E

O

F

U

N

N

A

M

E

D

R

O

A

D

1

5

2

8

+

5

9

E

D

G

E

O

F

G

R

A

V

E

L

UF OL/ROW UF

SwB McD SwB

CLASS I

0.72

1480 PSIG

FOURTH RUN HICKORY RUN

HQ-CWF, MF HQ-CWF, MF

O

H

O

H

O

H

O

H

O

H

O

H

O

H

SCGP ESCGP ESCGP ESCGP ESCGPESCGP ESCGP

ESCGP ESCGP ESCGP ESCGP ESCGP ESCGP ESCGP ESCGPESCGP ESCGP

ESCGP ESCGP ESCGPESCGP

ESCGP

E

S

C

G

P

E

S

C

G

P

ESCGPESCGP ESCGP

ESCGP

ES

CG

P

ESCGPESCGP

ESCGP ESCGP ESCGP ESCGP

ES

CG

P

ESCGP ESCGP

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGPESCGP

ESCGPESCGPESCGPESCGP

ESCGPESCGPESCGPESCGP

ESCGPESCGP

ESCGPESCGPESCGP

ESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGP

ESCGPESCGPESCGP

ESCGPESCGPESCGPESCGPESCGP

1510+00 1515+00 1520+00 1525+00

1530+00

1535+00

1

5

4

0

+

0

0

⅊

PE-CA-012.000

PE-CA-014.000

PE-CA-012.000

PE-CA-012.000

EXISTING PETROLEUM LINES

(BUCKEYE PARTNERS, LP)

PROPOSED 36" PENNEAST PIPELINE

EXISTING OVERHEAD LINE

(PPL ELECTRIC UTILITIES CORP.)

⅊

U

N

N

A

M

E

D

R

O

A

D

U

N

N

A

M

E

D

R

O

A

D

(

P

P

E

-

C

A

-

0

1

4

.

0

0

0

UNNAMED ROAD

1

9

7

0

'

1

9

8

0

'

1

9

9

0

'

2

0

0

0

'

2000'

2

0

1

0

'

2

0

1

0

'

2020'

2020'

2

0

3

0

'

2

0

3

0

'

2

0

4

0

'

2

0

4

0

'

1

9

7

0

'

1

9

8

0

'

1

9

9

0

'

1990'

2

0

0

0

'

2000'

2010'

2

0

1

0

'

2020'

UTILITY EASEMENT

UTILITY EASEMENT

215'

65'

35'

115'

65'

1

1

5

'

3

5

'

6

5

'

McD

LkD

SsB

S

w

B

SwB

SwB

McD

M.P.

28.6R2S

EE

D

WG

: 000-03-01-057

ST

A. 1511+

51

M.P.

29.1R2

ST

A. 1538+

13

SE

E D

WG

: 000-03-01-059

N

1512+00 1513+00 1514+00 1515+00 1516+00 1517+00 1518+00 1519+00 1520+00 1521+00 1522+00 1523+00 1524+00 1525+00 1526+00 1527+00 1528+00 1529+00 1530+00 1531+00 1532+00 1533+00 1534+00 1535+00 1536+00 1537+00 1538+00

1800' 1800'

1900' 1900'

2000' 2000'

2100' 2100'

2200' 2200'

EXISTING GRADE

ST

A. 1

51

1+

51

ST

A. 1

53

8+

13

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

58

.D

WG

20

19

/1

0/1

7 B

AR

76

29

6

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1511+51 STA. 1538+13

1" = 100' 000-03-01-058 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN

1538+

13

1545+

64

PE-CA-014.000

759'

1545+

64

1564+

36

PE-CA-015.000

1872'

1

5

3

8

+

7

2

P

.

I

.

~

5

8

°

1

7

'

0

8

"

R

T

1

5

3

9

+

1

8

C

E

N

T

E

R

L

I

N

E

O

F

B

U

C

K

E

Y

E

P

A

R

T

N

E

R

S

,

L

P

P

I

P

E

L

I

N

E

1

5

3

9

+

1

9

C

E

N

T

E

R

L

I

N

E

O

F

U

N

N

A

M

E

D

R

O

A

D

1

5

3

9

+

2

3

E

D

G

E

O

F

D

I

R

T

1

5

4

3

+

7

7

P

.

I

.

~

1

7

°

3

6

'

5

0

"

R

T

1

5

4

3

+

8

8

C

E

N

T

E

R

L

I

N

E

O

F

P

P

L

E

L

E

C

T

R

I

C

U

T

I

L

I

T

I

E

S

C

O

R

P

.

O

V

E

R

H

E

A

D

L

I

N

E

1

5

4

4

+

2

7

P

.

I

.

~

1

7

°

3

4

'

3

5

"

L

T

1

5

4

4

+

3

3

E

D

G

E

O

F

G

R

A

V

E

L

1

5

4

4

+

4

2

C

E

N

T

E

R

L

I

N

E

O

F

U

N

N

A

M

E

D

R

O

A

D

1

5

4

4

+

4

9

E

D

G

E

O

F

G

R

A

V

E

L

1

5

4

5

+

6

4

P

R

O

P

E

R

T

Y

L

I

N

E

1

5

5

1

+

2

6

P

.

I

.

~

1

°

0

4

'

3

5

"

R

T

1

5

6

2

+

5

1

E

D

G

E

O

F

W

E

T

L

A

N

D

0

5

0

1

1

5

_

J

C

_

1

0

0

1

_

P

F

O

UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW

SwB LkD McD MrB

CLASS I

0.72

1480 PSIG

HICKORY RUN

HQ-CWF, MF

O

H

O

H

O

H

O

H

O

H

O

H

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

ESCGP

ESCGP

ESCGP

ESCGP

ES

CG

P

ESCGP

ESCGP

E

S

C

G

P

ES

CG

P

ES

CG

P

ES

CG

P

ES

CG

P

E

S

C

G

P

ESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGP ESCGP ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGP

ES

CG

P

ESCGPESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGP

E

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGPESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

E

S

C

G

P

1

5

3

5

+

0

0

1540+00

1545+00

1550+00

1555+00

1560+00

1565+00

P

E

-

C

A

-

0

1

4

.

0

0

0

EXISTING PETROLEUM LINES

(BUCKEYE PARTNERS, LP)

⅊

⅊

EXISTING OVERHEAD LINE

(PPL ELECTRIC UTILITIES CORP.)

PE-CA-014.000

PE-CA-015.000

PE-CA-015.000

EXISTING PETROLEUM LINES

(BUCKEYE PARTNERS, LP)

PROPOSED 36" PENNEAST PIPELINE

PE-CA-015.000

AR-036A

(REFER TO ACCESS ROAD DETAIL)

U

N

N

A

M

E

D

R

O

A

D

STREAM

PA-NHD-403

PA-WETLAND

050115_JC_1001_PFO

WETLAND

042415_JC_1005_PEM

WETLAND

050115_JC_1001_PFO

1

8

9

0

'

1900'

1

9

1

0

'

1920'

1930'

1940'

1950'

1

9

6

0

'

1970'

1

9

8

0

'

1990'

2

0

0

0

'

2

0

1

0

'

2

0

2

0

'

2030'

1

8

9

0

'

1

9

0

0

'

1

9

1

0

'

1

9

2

0

'

1930'

1940'

1950'

1

9

6

0

'

1

9

7

0

'

1

9

8

0

'

1

9

8

0

'

1

9

8

0

'

1

9

9

0

'

1

9

9

0

'

1

9

9

0

'

2

0

0

0

'

2000'

2

0

0

0

'

2

0

2

0

'

UTILITY EASEMENT

UTILITY EASEMENT

UTILITY EASEMENT

1

1

5

'

115'

35'

65'

55'

20'

55'

105'

15'

SwB

WvB

LkD

VeD

McD

McB

MrB

M

c

D

M.P.

29.1R2

SE

E D

WG

: 000-03-01-058

ST

A. 1538+

13

M.P.

29.6R2

ST

A. 1564+

36

SE

E D

WG

: 000-03-01-060

N

1539+00 1540+00 1541+00 1542+00 1543+00 1544+00 1545+00 1546+00 1547+00 1548+00 1549+00 1550+00 1551+00 1552+00 1553+00 1554+00 1555+00 1556+00 1557+00 1558+00 1559+00 1560+00 1561+00 1562+00 1563+00 1564+00

1800' 1800'

1900' 1900'

2000' 2000'

2100' 2100'

EXISTING GRADE

ST

A. 1

53

8+

13

ST

A. 1

56

4+

36

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

59

.D

WG

20

19

/1

0/2

2 D

UM

64

74

9

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1538+13 STA. 1564+36

1" = 100' 000-03-01-059 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

000-03-03-022.1_C ACCESS ROAD DETAIL

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN

1564+

36

1585+

37

PE-CA-015.000

2101'

1585+

37

1590+

77

PE-CA-016.000

540'

1

5

7

0

+

9

1

E

D

G

E

O

F

W

E

T

L

A

N

D

0

5

0

1

1

5

_

J

C

_

1

0

0

1

_

P

F

O

1

5

7

5

+

7

6

P

.

I

.

~

1

°

1

0

'

5

4

"

R

T

1

5

8

3

+

4

4

P

.

I

.

~

1

1

°

2

7

'

3

4

"

L

T

1

5

8

3

+

8

6

E

X

I

S

T

I

N

G

W

A

L

L

1

5

8

3

+

9

4

P

.

I

.

~

1

1

°

5

0

'

3

0

"

R

T

1

5

8

5

+

3

7

P

R

O

P

E

R

T

Y

L

I

N

E

1

5

8

7

+

5

3

E

X

I

S

T

I

N

G

W

A

L

L

OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF OL/ROW UF

MrB Mu AcB McB DsB

CLASS I

0.72

1480 PSIG

HICKORY RUN

HQ-CWF, MF

P ESCGP

ESCGP

ESCGP

ESCGP

ESCGP

ESCGP ESCGPESCGP

ESCGPESCGP ESCGP ESCGP

ESCGP

ESCGPESCGP

ES

CG

P

ESCGP ESCGP

ESCGP

ESCGPESCGP ESCGP ESCGP ESCGP

ESCGP

E

S

C

G

P

ESCGP

ESCGPESCGP

ESCGP

ESCGP

ESCGP ESCGP ESCGP ESCGPESCGP ESCGP

ESC

ESCGPESCGP

ESCGPESCGPESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGP

ESCGP

ESCGPESCGPESCGPESCGPESCGP

ESCGPESCGP

ESCGP

ESCGPESCGP

ESCGPESCGPESCGP

ESCGPESCGPESCGP

ESCGPESCGP

ESCGPESCGP

ESCGP

ESCGP

ESCGP

ESCGPESCGP

1565+00

1570+001575+00

1580+00

1585+00

1590+00

PE-CA-015.000

⅊

⅊

PE-CA-015.000

PE-CA-015.000

PE-CA-016.000

PROPOSED 36" PENNEAST PIPELINE

EXISTING PETROLEUM LINES

(BUCKEYE PARTNERS, LP)

EXISTING ROCK WALL

WATERBODY

PA-NHD-010

WATERBODY

PA-NHD-010

STREAM

PA-NHD-403

STREAM

PA-NHD-403

WETLAND

050115_JC_1001_PFO

WETLAND

042415_JC_1005_PEM

WETLAND

050115_JC_1001_PFO

WETLAND

050115_JC_1001_PFO

WETLAND

042415_JC_1005_PEM

WETLAND

050115_JC_1001_PFO

WETLAND

042415_JC_1004_PEM

WETLAND

NWI-419

WETLAND

NWI-419

1

8

9

0

'

1

8

9

0

'

1900'

1

9

0

0

'

1910'

1

9

2

0

'

1

9

3

0

'

1

9

4

0

'

1950'

1

9

6

0

'

1

9

6

0

'

1970'

1

8

9

0

'

1

8

9

0

'

1

9

0

0

'

1900'

1910'

1

9

2

0

'

1

9

3

0

'

1

9

4

0

'

UTILITY EASEMENT

105'

105'

20'

55'

20'

75'

25'

55'

20'

55'

20'

McB

MrB

Mu

AcB

McB

DsB

M.P.

29.6R2

SE

E D

WG

: 000-03-01-059

ST

A. 1564+

36

M.P.

30.1R2

ST

A. 1590+

77

SE

E D

WG

: 000-03-01-061

N

1565+00 1566+00 1567+00 1568+00 1569+00 1570+00 1571+00 1572+00 1573+00 1574+00 1575+00 1576+00 1577+00 1578+00 1579+00 1580+00 1581+00 1582+00 1583+00 1584+00 1585+00 1586+00 1587+00 1588+00 1589+00 1590+00

1700' 1700'

1800' 1800'

1900' 1900'

2000' 2000'

2100' 2100'

EXISTING GRADE

ST

A. 1

56

4+

36

ST

A. 1

59

0+

77

OWNERSHIP /

FOOTAGE

STATIONING

WATERSHED

NAME

PR

OF

ILE

MATERIAL

DESCRIPTIONQUANTITYTAG

REFERENCE DRAWINGS

TITLEDWG. NO.

REVISIONS

NO. REVISIONS DATE DRAWN CK APPR

APPROVALS

DRAWN BY DATE

CLIENT APPROVAL

DATE

SCALE DRAWING NO. REVISION

MAOP

CLASS LOCATION

DESIGN FACTOR

CHECKED BY DATE

ENG. APPROVAL DATE

P.M. APPROVAL DATE

SCALE PLAN:

SCALE PROFILE H:

SCALE PROFILE V:1" =

1" =

1" =

PENNEAST PIPELINE PROJECT

SOILS

LAND USE

LAND USE

G:\P

EN

NE

AS

T\3

53

75

4_

PE

NN

EA

ST

_P

IP

EL

IN

E_

EP

CM

\D

AT

AP

RO

D\_

ST

AT

E_

PE

RM

IT

\W

OR

K\P

A\D

RA

FT

IN

G\E

RO

SIO

N_

SE

DIM

EN

T_

CO

NT

RO

L_

PL

AN

\A

LIG

NM

EN

T_

SH

EE

TS

\0

00

-0

3-0

1-0

60

.D

WG

20

19

/1

0/1

7 B

AR

76

29

6

PREPARED FOR

1. AGRICULTURAL (AG)

2. COMMERCIAL / INDUSTRIAL (CI)

3. UPLAND FOREST (UF)

4. INSTITUTIONAL (IN)

5. URBAN (UR)

6. OPEN LAND (EXISTING ROW, OPEN FIELDS, NON-AGRICULTURAL) (OL)

7. RESIDENTIAL (RE)

8. ROADWAYS / RAILROADS (RD)

9. SPECIAL LAND USE (CHURCHES, PARKS, ETC) (SP)

10. OPEN WATERBODIES (WB / OW)

WATERSHED

CLASSIFICATION

WATERBODY

CROSSING METHOD

0

SCALE: 1" = 100'

50100 100

TO

ALIGNMENT SHEET

PENNEAST MAINLINE

CARBON COUNTY, PENNSYLVANIA

STA. 1564+36 STA. 1590+77

1" = 100' 000-03-01-060 B

100'

100'

100'

AJD (MM) 10/15/2018

MWF (MM) 10/15/2018

MJD (MM) 10/15/2018

CARBON COUNTY, PENNSYLVANIA

A ISSUED FOR PADEP 10/2018 AJD (MM) MWF (MM) MJD (MM)

B REVISED FOR PADEP 10/2019 AJD (MM) HNB (MM) MJD (MM)

000-01-01-001B TABLE OF CONTENTS AND LEGEND

36" PENNEAST PIPELINE

SOIL EROSION AND SEDIMENT CONTROL PLAN