PE-CA-005.000 (REFER TO · 2020-05-26 · 1319+99 1346+39 pe-ca-006.000 2640' uf ol/row uf mcb lkd...
Transcript of PE-CA-005.000 (REFER TO · 2020-05-26 · 1319+99 1346+39 pe-ca-006.000 2640' uf ol/row uf mcb lkd...
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
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ESCGPESCGP ESCGP
ESCGP
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PE
SC
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ESCGPESCGP
ESCGP
ESCGP
ES
CG
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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
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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
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WETLAND
110614_JC_001_VP
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1830'
1840'
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1870'
1
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1760'
1
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1
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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
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IN
G\E
RO
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SE
DIM
EN
T_
CO
NT
RO
L_
PL
AN
\A
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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
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1
3
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2
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3
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3
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7
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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
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ESCGP
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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
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1
8
3
0
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1
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4
0
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1
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1
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1
8
5
0
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1
8
6
0
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1
8
6
0
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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
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McB McD AcB MrB
CLASS I CLASS III CLASS I
0.72 0.50 0.72
1480 PSIG
BLACK CREEK
HQ-CWF, MF
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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
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F
W
A
T
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R
B
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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
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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
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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