ownership / footage 1058+68 edge of waterbody …...1055+99 1082+38 pe-lu-224.001 2639' 1057+18...
TRANSCRIPT
1055+
99
1082+
38
PE-LU-224.001
2639'
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5
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1
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"
L
T
UF OL/ROW UF
LcD
OpD
WmB ArD
OpD
WmB LcD OXF
OpD OpB
CLASS I
0.72
1480 PSIG
SHADES CREEK
HQ-CWF, MF
1055+00
1060+00
1065+00
1070+00
1075+00
1080+00
1085+
00
ESCGP
ESCGP
ESCGP
ESCGP
ESCGPESCGP
ES
CG
P
ESCGP
ESCGP ESCGPESCGP
ESCGPESCGP
ESCGP
ESCGPESCGP
ESCGP
ES
CG
P
ESCGPESCGP
ESCGP
ESCGP ESCGPESCGP
ESCGP ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ES
CG
P
ESCGP
ESCGP
ESCGP
ES
CG
P
ES
CG
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ES
CG
P
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CG
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ES
CG
P
ES
CG
P
ES
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGPESCGP
ESCGPESCGP
ESCGP
ESCGPESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGPESCGP
ESCGPESCGPESCGP
ESCGP
ESCGPESCGPESCGP
ESCGP
ESCGP
ESCGP
1750'
1
7
6
0
'
1
7
7
0
'
1770'
1780'
1
7
9
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'
1
8
0
0
'
1
8
1
0
'
1
8
2
0
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1
8
3
0
'
1840'
1
8
5
0
'
1
8
6
0
'
1
8
7
0
'
1880'
1890'
1
9
0
0
'
1
9
1
0
'
1
9
2
0
'
1
6
6
0
'
1
6
7
0
'
1
6
8
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1
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1
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0
'
1
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1
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1
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1
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4
0
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1
7
5
0
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1
7
6
0
'
1
7
7
0
'
1780'
1790'
1
8
0
0
'
1810'
1820' 1
8
3
0
'
1
8
4
0
'
1
8
5
0
'
1
8
6
0
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1
8
7
0
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1
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1
8
9
0
'
1
9
0
0
'
1
9
1
0
'
1
9
2
0
'
1930'
PROPOSED 36" PENNEAST PIPELINE
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
EXISTING PIPELINES
(TRANSCONTINENTAL
GAS PIPE LINE CORP.)
⅊
⅊
⅊
⅊
1
7
8
0
'
1
6
6
0
'
1670'
1
6
8
0
'
1690'
1
7
0
0
'
1710'
PE-LU-225.000
PE-LU-224.001
WATERBODY
121614_JC_1007_P_MI
WATERBODY
121714_JC_1001_E_MI
WATERBODY
121614_JC_1006_P_MI
Y EASEMENT
UTILITY EASEMENT
UTILITY EASEMENT
120'
45'
30'
120'
120'
120'
70'
LcD
LcD
OpD
WmB
ArD
OpD
OXF
OXF
OpB
LcD
LcD
OXF
M.P.
20.0
SE
E D
WG
: 000-03-01-040
ST
A. 1055+
99
M.P.
20.5
ST
A. 1082+
38
SE
E D
WG
: 000-03-01-042
N
1056+00 1057+00 1058+00 1059+00 1060+00 1061+00 1062+00 1063+00 1064+00 1065+00 1066+00 1067+00 1068+00 1069+00 1070+00 1071+00 1072+00 1073+00 1074+00 1075+00 1076+00 1077+00 1078+00 1079+00 1080+00 1081+00 1082+00
1700' 1700'
1800' 1800'
1900' 1900'
2000' 2000'
ST
A. 1
05
5+
99
ST
A. 1
08
2+
38
EXISTING GRADE
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
41
.D
WG
20
19
/1
0/2
2 M
UR
75
05
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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
LUZERNE COUNTY, PENNSYLVANIA
STA. 1055+99 STA. 1082+38
1" = 100' 000-03-01-041 B
100'
100'
100'
AJD (MM) 10/15/2018
MWF (MM) 10/15/2018
MJD (MM) 10/15/2018
LUZERNE 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
SITE RESTORATION PLAN
1082+
38
1090+
17
PE-LU-224.001
779'
1090+
17
1098+
74
PE-LU-225.000
857'
1098+
74
1108+
78
PE-LU-224.001
1004'
1
0
9
0
+
1
7
P
R
O
P
E
R
T
Y
L
I
N
E
1
0
9
8
+
7
4
P
R
O
P
E
R
T
Y
L
I
N
E
UF
OpB
OXF
OpD
WmB
OpB
CLASS I
0.72
1480 PSIG
SHADES CREEK STONY RUN
HQ-CWF, MF HQ-CWF, MF
1080+00
1085+00
1090+00
1095+001100+00
1105+00
1110+00
ES
CG
P
ESCGP
ESCGP
ESCGP
ESCGP ESCGPESCGP ESCGP ESCGP ESCGP ESCGP ESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGP
ESCGP ESCGPESCGP ESCGP ESCGP ESCGP
ESCGP ESCGPESCGP ESCGP
ESCGPESCGP ESCGP
ESCGPESCGP ESCGP
ESCGPESCG
ESCGP
ESCGPESCGPESCGPESCGP
ESCGP
ESCGPESCGPESCGPESCGP
ESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGP
ESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGPESCGP
ESCGPESCGPESCGPESCGP
ESCGPESCGPESCGP
ESCGP
ESCGP
GP
1890'
1900'
1
9
0
0
'
1
9
1
0
'
1
9
1
0
'
1
9
1
0
'
1920'
1
9
2
0
'
1
9
2
0
'
1
9
3
0
'
1
9
3
0
'
1
9
3
0
'
1
9
4
0
'
1
9
4
0
'
1
9
5
0
'
1950'
1
9
0
0
'
1910'
1
9
2
0
'
1930'
1
8
9
0
'
1
8
9
0
'
1
9
0
0
'
1900'
1
9
1
0
'
1910'
1
9
2
0
'
1920'
1
9
3
0
'
1
9
3
0
'
1940'
1
9
4
0
'
1950'
1950'
1
9
6
0
'
1
9
6
0
'
PROPOSED 36" PENNEAST PIPELINE
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
EX
IST
ING
PIP
ELIN
ES
(TR
AN
SC
ON
TIN
EN
TA
L
GA
S P
IPE
LIN
E C
OR
P.)
⅊
⅊
⅊
PE-LU-225.000
PE-LU-224.001
WATERBODY
121614_JC_1005_I_MI
UT
ILIT
Y E
AS
EM
EN
T
UTILITY EASEMENT
120'
70'
30'
OpB
OpD
OX
F
OXF
OpB
WmB
LcD
OXF
OpD
OpB
OpB
M.P.
20.5
SE
E D
WG
: 000-03-01-041
ST
A. 1082+
38
M.P.
21.0
ST
A. 1108+
78
SE
E D
WG
: 000-03-01-043
N
1083+00 1084+00 1085+00 1086+00 1087+00 1088+00 1089+00 1090+00 1091+00 1092+00 1093+00 1094+00 1095+00 1096+00 1097+00 1098+00 1099+00 1100+00 1101+00 1102+00 1103+00 1104+00 1105+00 1106+00 1107+00 1108+00
1700' 1700'
1800' 1800'
1900' 1900'
2000' 2000'
2100' 2100'
ST
A. 1
08
2+
38
ST
A. 1
10
8+
78
EXISTING GRADE
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
42
.D
WG
20
19
/1
0/2
0 P
AN
41
58
2
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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
LUZERNE COUNTY, PENNSYLVANIA
STA. 1082+38 STA. 1108+78
1" = 100' 000-03-01-042 B
100'
100'
100'
AJD (MM) 10/15/2018
MWF (MM) 10/15/2018
MJD (MM) 10/15/2018
LUZERNE 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
SITE RESTORATION PLAN
1108+
78
1134+
41
PE-LU-224.001
2563'
1134+
41
1135+
18
PE-LU-227.000
77'
1
1
1
4
+
5
8
E
D
G
E
O
F
D
I
R
T
1
1
1
4
+
6
4
C
E
N
T
E
R
L
I
N
E
O
F
U
N
N
A
M
E
D
R
O
A
D
1
1
1
4
+
6
9
E
D
G
E
O
F
D
I
R
T
1
1
1
7
+
9
1
E
D
G
E
O
F
W
A
T
E
R
B
O
D
Y
1
2
1
6
1
4
_
J
C
_
1
0
0
4
_
I
_
M
I
1
1
1
7
+
9
6
E
D
G
E
O
F
W
A
T
E
R
B
O
D
Y
1
2
1
6
1
4
_
J
C
_
1
0
0
4
_
I
_
M
I
1
1
2
4
+
8
2
E
D
G
E
O
F
D
I
R
T
1
1
2
4
+
8
7
C
E
N
T
E
R
L
I
N
E
O
F
U
N
N
A
M
E
D
R
O
A
D
1
1
2
4
+
9
3
E
D
G
E
O
F
D
I
R
T
1
1
3
3
+
9
1
P
.
I
.
~
5
°
4
4
'
2
1
"
R
T
1
1
3
4
+
4
1
P
.
I
.
~
5
°
4
4
'
2
1
"
L
T
1
1
3
4
+
4
1
P
R
O
P
E
R
T
Y
L
I
N
E
UF
OpB OpD
WmB MsB WmB
OpB OpD
LcB
CLASS I
0.72
1480 PSIG
STONY RUN BEAR CREEK
HQ-CWF, MF HQ-CWF, MF
+00
1110+00
1115+001120+00 1125+00
1130+00
1135+00
ESCGPESCGP
ESCGPESCGP
ESCGP ESCGPESCGP
ESCGPESCGP
ESCGP
ESCGPESCGP
ES
CG
P
ESCGP ESCGP ESCGP ESCGP
ESCGP ESCGP
ES
CG
P
ESCGPESCGP ESCGP
ESCGPESCGP ESCGP ESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGP ESCGP
ESCGPESCGP ESCGP ESCGP
ESCGPESCGP
ESCGPESCGPESCGPESCGP
ESCGPESCGPESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGPESCGPESCGP
ESCGPESCGPESCGP
ESCGPESCGPESCGPESCGP
ESCGPESCGP
ESCGP
ESCGPESCGPESCGPESCGP
ESCGPESCGP
ESCGP
ESCGP
ESCGP
1
8
3
0
'
1
8
4
0
'
1850'
1
8
6
0
'
1
8
7
0
'
1
8
8
0
'
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
1
0
'
1910'
1
9
2
0
'
1
9
2
0
'
1
9
3
0
'
1
9
4
0
'
1950'
1
9
6
0
'
1
8
3
0
'
1
8
4
0
'
1
8
5
0
'
1
8
6
0
'
1870'
1880'
1890'
1
9
0
0
'
1
9
1
0
'
PROPOSED 36" PENNEAST PIPELINE
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
⅊
⅊
PE-LU-224.001
U
N
N
A
M
E
D
R
O
A
D
U
N
N
A
M
E
D
R
O
A
D
WATERBODY
121614_JC_1004_I_MI
PE-LU-227.000
UTILITY EASEMENT
70'
120'
45'
30'
120'
70'
OpD
WmB
MsB
WlB
LcB
WmB OpB
OpD
OpB
MoB
M.P.
21.0
SE
E D
WG
: 000-03-01-042
ST
A. 1108+
78
M.P.
21.5
ST
A. 1135+
18
SE
E D
WG
: 000-03-01-044
N
1109+00 1110+00 1111+00 1112+00 1113+00 1114+00 1115+00 1116+00 1117+00 1118+00 1119+00 1120+00 1121+00 1122+00 1123+00 1124+00 1125+00 1126+00 1127+00 1128+00 1129+00 1130+00 1131+00 1132+00 1133+00 1134+00 1135+00
1700' 1700'
1800' 1800'
1900' 1900'
2000' 2000'
2100' 2100'
ST
A. 1
10
8+
78
ST
A. 1
13
5+
18
EXISTING GRADE
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
43
.D
WG
20
19
/1
0/2
0 P
AN
41
58
2
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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
LUZERNE COUNTY, PENNSYLVANIA
STA. 1108+78 STA. 1135+18
1" = 100' 000-03-01-043 B
100'
100'
100'
AJD (MM) 10/15/2018
MWF (MM) 10/15/2018
MJD (MM) 10/15/2018
LUZERNE 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
SITE RESTORATION PLAN
1135+
18
1161+
58
PE-LU-227.000
2640'
1
1
5
1
+
0
8
E
D
G
E
O
F
G
R
A
V
E
L
1
1
5
1
+
1
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
1
5
1
+
2
8
E
D
G
E
O
F
G
R
A
V
E
L
1
1
5
1
+
8
2
P
.
I
.
~
1
°
1
4
'
3
5
"
R
T
UF OL/ROW UF
LcB WlB WmB MsB
CLASS I
0.72
1480 PSIG
BEAR CREEK STONY RUN BEAR CREEK
HQ-CWF, MF HQ-CWF, MF HQ-CWF, MF
1135+001140+00 1145+00 1150+00 1155+00 1160+00 1165+00
ESCGP ESCGP ESCGP ESCGP ESCGP ESCGP ESCGP ESCGPESCGP ESCGP ESCGP
ESCGPESCGP ESCGP ESCGP ESCGP
ES
CG
PE
SC
GP
ESCGP ESCGP
E
S
C
G
P
E
S
C
G
P
E
S
C
G
P
E
S
C
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 ESCGP ESCGP
ESCGPESCGP ESCGP
ESCGP ESCGP ESCGP ESCGPESCGP ESCGP
ESCGP ESCGP
ESCGPESCGPESCGPESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGPESCGP
ESCGPESCGPESCGP
ESCGPESCGPESCGPESCGPESCGPESCGPESCGP
ESCGPESCGPESCGPESCGPESCGPESCGP
ESCGPESCGPESCGPESCGPESCGP
ESCGPESCGPESCGPESCGP
1
7
4
0
'
1
7
5
0
'
1
7
6
0
'
1
7
7
0
'
1
7
4
0
'
0
'
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
'
1850'
1
8
6
0
'
1
8
7
0
'
0
'
1
'
0
'
1
0
'
1
8
2
0
'1
8
3
0
'
1
8
4
0
'
1
8
5
0
'
1
8
6
0
'
PROPOSED 36" PENNEAST PIPELINE
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
PROPOSED STAGING AREA
PE-STA-B-03
⅊
⅊
PE-LU-224.001
PE-LU-227.000
AR-033
(REFER TO ACCESS ROAD DETAIL)
UTILITY EASEMENT
75'
25'
260'
75'
WmD
OpB
WlB
LcB
WmB
MsB
OpD
M.P.
21.5
SE
E D
WG
: 000-03-01-043
ST
A. 1135+
18
M.P.
22.0
ST
A. 1161+
58
SE
E D
WG
: 000-03-01-045
N
1136+00 1137+00 1138+00 1139+00 1140+00 1141+00 1142+00 1143+00 1144+00 1145+00 1146+00 1147+00 1148+00 1149+00 1150+00 1151+00 1152+00 1153+00 1154+00 1155+00 1156+00 1157+00 1158+00 1159+00 1160+00 1161+00
1600' 1600'
1700' 1700'
1800' 1800'
1900' 1900'
2000' 2000'
ST
A. 1
13
5+
18
ST
A. 1
16
1+
58
EXISTING GRADE
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
44
.D
WG
20
19
/1
0/2
2 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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
LUZERNE COUNTY, PENNSYLVANIA
STA. 1135+18 STA. 1161+58
1" = 100' 000-03-01-044 B
100'
100'
100'
AJD (MM) 10/15/2018
MWF (MM) 10/15/2018
MJD (MM) 10/15/2018
LUZERNE 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
000-03-03-019.1 ACCESS ROAD DETAIL
36" PENNEAST PIPELINE
SITE RESTORATION PLAN
1161+
58
1187+
98
PE-LU-227.000
2640'
1
1
8
6
+
6
8
P
.
I
.
~
1
0
°
5
1
'
0
1
"
L
T
1
1
8
7
+
0
8
P
.
I
.
~
7
°
3
6
'
0
3
"
R
T
1
1
8
7
+
8
9
E
D
G
E
O
F
D
I
R
T
1
1
8
7
+
9
5
C
E
N
T
E
R
L
I
N
E
O
F
U
N
N
A
M
E
D
R
O
A
D
UF
MsB WmB MsB WmD WmB WmD
CLASS I
0.72
1480 PSIG
BEAR CREEK STONY RUN
HQ-CWF, MF HQ-CWF, MF
1160+00
1165+00
1170+00
1175+00
1180+00
1185+00
1190+00
ESCGPESCGP
ESCGPESCGP
ESCGP ESCGPESCGP
ESCGP ESCGPESCGP
ESCGPESCGP
ESCGPESCGP ESCGP
ESCGP
ESCGP ESCGPESCGP ESCGP
ESCGP ESCGPESCGP
ESCGPESCGP
ESCGP
ESCGPESCGP
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
ES
CG
P
ES
CG
P
ES
CG
P
ESCGPESCGPESCGPESCGP
ESCGP
ESCGP
ESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGP
ESCGP
ESCGPESCGP
ESCGP
ESCGP
ESCGP
ESCGPESCGPESCGP
ESCGPESCGPESCGP
ESCGPESCGP
ESCGPESCGP
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
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
1
6
4
0
'
1
6
5
0
'
1660'
1
6
7
0
'
1
6
8
0
'
1690'
1700'
1710'
1
7
2
0
'
1730'
1
7
4
0
'
1
7
5
0
'
1
7
6
0
'
1
7
7
0
'
1660'
1670'
1680'
1
6
9
0
'
1
7
0
0
'
1
7
1
0
'
1
7
2
0
'
1730'
1
7
4
0
'
1
7
5
0
'
1
7
6
0
'
PROPOSED 36" PENNEAST PIPELINE
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
PE-LU-227.000
1
6
3
0
'
1
5
6
1
5
7
0
'
1
5
8
0
'
1
5
9
0
'
1
6
0
0
'
1
6
1
0
'
1
6
2
0
'
1
6
3
0
'
1
6
3
0
'
1
6
4
0
'
1
6
5
0
'
U
N
N
A
M
E
D
R
O
A
D
WATERBODY
042017_MK_1002_P_MI
AR-033A
(REFER TO ACCESS ROAD DETAIL)
WA
TER
BO
DY
102115_WA
_002_E_M
I
WETLAND
102115_WA_001_PSS
WETLAND
102115_WA_001_PEM
WETLAND
102115_WA_001_PFO
UTILITY EASEMENT
75'
25'
165'
MsB
OpD
WmB
WmB
WmD
Wm
D
MsB
WmB
M.P.
22.0
SE
E D
WG
: 000-03-01-044
ST
A. 1161+
58
M.P.
22.5
ST
A. 1187+
98
SE
E D
WG
: 000-03-01-046
N
1162+00 1163+00 1164+00 1165+00 1166+00 1167+00 1168+00 1169+00 1170+00 1171+00 1172+00 1173+00 1174+00 1175+00 1176+00 1177+00 1178+00 1179+00 1180+00 1181+00 1182+00 1183+00 1184+00 1185+00 1186+00 1187+00
1500' 1500'
1600' 1600'
1700' 1700'
1800' 1800'
1900' 1900'
ST
A. 1
16
1+
58
ST
A. 1
18
7+
98
EXISTING GRADE
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
45
.D
WG
20
19
/1
0/2
0 P
AN
41
58
2
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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
LUZERNE COUNTY, PENNSYLVANIA
STA. 1161+58 STA. 1187+98
1" = 100' 000-03-01-045 B
100'
100'
100'
AJD (MM) 10/15/2018
MWF (MM) 10/15/2018
MJD (MM) 10/15/2018
LUZERNE 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
000-03-03-019.2 ACCESS ROAD DETAIL
36" PENNEAST PIPELINE
SITE RESTORATION PLAN
1187+
98
1212+
78
PE-LU-227.000
2480'
1212+
78
1214+
38
PE-LU-228.000
160'
1
1
8
8
+
0
2
E
D
G
E
O
F
D
I
R
T
1
1
9
6
+
1
8
E
D
G
E
O
F
W
A
T
E
R
B
O
D
Y
0
5
0
6
1
5
_
J
C
_
1
0
0
1
_
P
_
I
M
1
1
9
6
+
4
4
E
D
G
E
O
F
W
A
T
E
R
B
O
D
Y
0
5
0
6
1
5
_
J
C
_
1
0
0
1
_
P
_
I
M
1
2
1
2
+
7
8
P
R
O
P
E
R
T
Y
L
I
N
E
1
2
1
4
+
0
4
E
D
G
E
O
F
W
A
T
E
R
B
O
D
Y
0
5
2
1
1
5
_
J
C
_
1
0
0
1
_
P
_
M
A
UF WB/OW UF WB/OW
WmD OXF LcD OXF
OpD
OXF
WyD
ChC Ln
CLASS I
0.72
1480 PSIG
STONY RUN LEHIGH RIVER
HQ-CWF, MF HQ-CWF, MF
1185+00
1190+00 1195+00 1200+00 1205+00 1210+00 1215+00
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
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
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
E
S
C
G
P
E
S
C
G
P
ESCGP ESCGP
ESCGP ESCGP ESCGP ESCGP ESCGP
ESCESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGP
ESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPESCGPE
SC
GP
ES
CG
P
ES
CG
P
ES
CG
P
ESCGP ESCGP
ES
CG
P
ESCGP ESCGP ESCGP ESCGP ESCGP
ESCGP ESCGP ESCGP ESCGP
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
E
S
C
G
P
E
S
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
ES
CG
P 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
ESCGP ESCGP
ES
CG
P
ESCGP ESCGP ESCGP ESCGP ESCGP ESCGP
C
A
R
B
O
N
C
O
U
N
T
K
I
D
D
E
R
T
O
W
N
S
H
I
P
1
6
4
0
'
1
6
5
0
'
1660'
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
PROPOSED 36" PENNEAST PIPELINE
L
E
H
I
G
H
R
I
V
E
R
B
E
A
R
C
R
E
E
K
T
O
W
N
S
H
I
P
L
U
Z
E
R
N
E
C
O
U
N
T
Y
⅊
⅊
⅊
⅊
1
6
3
0
'
1390'
1
4
0
0
'
1
4
1
0
'
1
4
2
0
'
1
4
3
0
'
1
4
4
0
'
1
4
5
0
'
1
4
5
0
'
1
4
5
0
'
1
4
6
0
'
1
4
6
0
'
1
4
6
0
'
1470'
1
4
7
0
'
1
4
7
0
'
1480'
1480'
1
4
8
0
'
1
4
9
0
'
1
4
9
0
'
1
4
9
0
'
1
5
0
0
'
1
5
0
0
'
1
5
0
0
'
1
5
1
0
'1
5
1
0
'
1
5
1
0
'
1520'
1
5
2
0
'
1
5
2
0
'
1
5
3
0
'
1
5
3
0
'
1
5
3
0
'
1
5
4
0
'
1
5
4
0
'
1
5
4
0
'
1
5
5
0
'
1
5
5
0
'
1
5
5
0
'
1
5
6
0
'
1
5
6
0
'
1
5
6
0
'
1570'
1
5
7
0
'
1
5
7
0
'
1
5
8
0
'
1
5
8
0
'
1
5
9
0
'
1
6
0
0
'
1
6
1
0
'
1
6
2
0
'
1
6
3
0
'
1
4
1
0
'
1
4
3
1
4
4
0
'
1
4
5
0
'
1
4
6
0
'
1
4
7
0
'
1
4
8
0
'
1
4
9
0
'
1
4
9
0
'
1
5
0
0
'
1
5
0
0
'
1
5
1
0
'
1
5
1
0
'
1
5
2
0
'
1
5
2
0
'
1530'
1
5
4
0
'
1540'
1550'
1560'
1
5
7
0
'
1
5
8
0
'
1
5
9
0
'
1
6
0
0
'
1
6
1
0
'
1
6
2
0
'
1
6
3
0
'
1
6
4
0
'
1
6
5
0
'
PE-LU-227.000
P
E
-C
A
-0
0
1
.0
0
0
PE-LU-228.000
AR-033B
(REFER TO ACCESS ROAD DETAIL)
AR-033B
(REFER TO ACCESS ROAD DETAIL)
STREAM
PA-NHD-039
1
5
3
0
'
'
0
'
6
0
'
4
7
0
'
1
4
8
0
'
1
4
9
0
'
1
5
0
0
'
1
5
1
0
'
1
5
2
0
'
3
8
0
'
3
9
0
'
4
0
0
'
4
1
0
'
1
4
2
0
'
1
3
7
0
'
1
3
8
0
'
WATERBODY
050615_JC_1001_P_IM
WATERBODY
052115_JC_1001_P_MA
AR-033A
(REFER TO ACCESS ROAD DETAIL)
P
E
-L
U
-2
2
8
.0
0
0
-R
I
U
N
N
A
M
E
D
R
O
A
D
PE-LU-227.000
WA
TE
RB
OD
Y
017_MK_1002_P
_MI
AR
-033A
(RE
FE
R T
O A
CC
ES
S R
OA
D D
ET
AIL)
EXISTING WALL
WATERBODY
102115_WA_002_E_MI
WATERBODY
102115_WA_001_E_MI
WATERBODY
102115_WA_001_I_MI
WE
TLA
ND
102115_WA
_001_PE
M
WE
TLA
ND
102115_WA
_001_PF
O
WETLAND
102115_WA_003_PFO
WETLAND
102115_WA_003_PEM
WETLAND
102115_WA_002_PEM
WETLAND
102115_WA_002_PFO
⅊
WATERBODY
042517_GM_1002_I_MI
UTILITY EASEMENT
65'
165'
60'
15'
45'
65'
35'
115'
215'
115'
35'
65'
35'
W
OpD
OXF
Wm
B
Wm
D
WmD
ChB
WyD
L
n
T
f
LcD
OXF
OXF
OpD
ChC
⅊
M.P.
22.5
SE
E D
WG
: 000-03-01-045
ST
A. 1187+
98
M.P.
23.0
ST
A. 1214+
38
SE
E D
WG
: 000-03-01-047
N
1188+00 1189+00 1190+00 1191+00 1192+00 1193+00 1194+00 1195+00 1196+00 1197+00 1198+00 1199+00 1200+00 1201+00 1202+00 1203+00 1204+00 1205+00 1206+00 1207+00 1208+00 1209+00 1210+00 1211+00 1212+00 1213+00 1214+00
1300' 1300'
1400' 1400'
1500' 1500'
1600' 1600'
1700' 1700'
EXISTING GRADE
ST
A. 1
18
7+
98
ST
A. 1
21
4+
38
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
46
.D
WG
20
19
/1
0/2
2 P
AN
41
58
2
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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
LUZERNE COUNTY, PENNSYLVANIA
STA. 1187+98 STA. 1214+38
1" = 100' 000-03-01-046 B
100'
100'
100'
AJD (MM) 10/15/2018
MWF (MM) 10/15/2018
MJD (MM) 10/15/2018
LUZERNE 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
000-03-03-019.2 ACCESS ROAD DETAIL
000-03-03-019.3 ACCESS ROAD DETAIL
36" PENNEAST PIPELINE
SITE RESTORATION PLAN
1214+
38
1215+
06
PE-LU-228.000
68'
1215+
06
1216+
27
PE-LU-228.000-RI
121'
1216+
27
1218+
82
PE-CA-001.000
255'
1218+
82
1240+
78
PE-CA-002.000
2196'
1
2
1
5
+
0
6
P
R
O
P
E
R
T
Y
L
I
N
E
1
2
1
5
+
8
3
L
U
Z
E
R
N
E
&
C
A
R
B
O
N
C
O
U
N
T
Y
L
I
N
E
1
2
1
6
+
2
7
P
R
O
P
E
R
T
Y
L
I
N
E
1
2
1
8
+
3
7
E
D
G
E
O
F
W
A
T
E
R
B
O
D
Y
0
5
2
1
1
5
_
J
C
_
1
0
0
1
_
P
_
M
A
1
2
1
8
+
8
2
P
R
O
P
E
R
T
Y
L
I
N
E
1
2
2
3
+
7
2
P
.
I
.
~
1
4
°
3
0
'
2
4
"
L
T
WB/OW UF
Ln W VeF McD LvD
CLASS I
0.72
1480 PSIG
LEHIGH RIVER
HQ-CWF, MF
G
A
S
1
2
1
5
+
0
0
1
2
2
0
+
0
0
1225+
00
1230+
00
1235+
00
1240+
00
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
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
E
S
C
G
P
E
S
C
G
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
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
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
C
G
P
E
S
C
G
P
E
S
C
G
P
E
S
C
G
E
S
C
G
P
E
S
C
G
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
E
S
C
G
P
E
S
C
G
P
C
A
R
B
O
N
C
O
U
N
T
Y
K
I
D
D
E
R
T
O
W
N
S
H
I
P
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
PROPOSED 36" PENNEAST PIPELINE
L
E
H
I
G
H
R
I
V
E
R
B
E
A
R
C
R
E
E
K
T
O
W
N
S
H
I
P
L
U
Z
E
R
N
E
C
O
U
N
T
Y
⅊
⅊
⅊ ⅊ ⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
1390'
1
4
0
0
'
1
4
1
0
'
1
4
2
0
'
1
4
3
0
'
1
4
4
0
'
1
4
5
0
'
0
'
PE-CA-001.000
P
E
-L
U
-2
2
8
.0
0
0
A
R
-0
3
3
B
(R
E
F
E
R
T
O
A
C
C
E
S
S
R
O
A
D
D
E
T
A
IL
)
1
3
7
0
'
1
3
8
0
'
1
3
9
0
'
1
3
7
0
'
1
3
8
0
'
1
3
9
0
'
1
4
0
0
'
1
4
1
0
'
1
4
2
0
'
1
4
3
0
'
1
4
4
0
'
1
4
5
0
'
1
4
6
0
'
1
4
7
0
'
1
4
8
0
'
1
4
9
0
'
1
5
0
0
'
1
5
1
0
'
1
5
2
0
'
1
5
3
0
'
1
5
4
0
'
1
5
5
0
'
1
5
6
0
'
1
5
7
0
'
1
5
8
0
'
1
5
9
0
'
1
6
0
0
'
1
6
1
0
'
1
6
2
0
'
1
6
3
0
'
1
6
4
0
'
1650'
1
6
6
0
'
1
3
7
0
' 1
3
8
0
'
1
3
9
0
'
1
4
0
0
'
1
4
1
0
'
1
4
2
0
'
1
4
3
0
'
1
4
4
0
'1
4
5
0
'1
4
6
0
'
1
4
7
0
'
1
4
8
0
'
1
4
9
0
'
1
5
0
0
'
1
5
1
0
'
1520'
1530'
1
5
4
0
'
1
5
5
0
'
1
5
6
0
'
1
5
7
0
'
1
5
8
0
'
1
5
9
0
'
1
6
0
0
'
1
6
1
0
'
1
6
2
0
'
1
6
3
0
'
1
6
4
0
'
1650'
1
6
6
0
'
1
6
7
0
'
1
6
8
0
'
1
6
9
0
'
1
7
0
0
'
1
3
7
0
'
1380'
AR-034C
(REFER TO ACCESS ROAD DETAIL)
PE-CA-003.000
PE
-CA
-002.0
00
⅊
W
A
T
E
R
B
O
D
Y
0
5
2
1
1
5
_
JC
_
1
0
0
1
_
P
_
M
A
PE-CA-002.000
PE-CA-003.000
PE-LU-228.000-RI
PE-CA-002.000
⅊
1
6
7
0
'
1
7
3
0
'
1
7
4
0
'
1
7
5
0
'
1
6
6
0
'
1
7
1
0
'
1
7
2
0
'
UTILITY EASEMENT
6
5
'
115'
215'
35'
65'
6
5
'
3
5
'
W
W
yD
Ln
Tf
LvD
McD
VeF
C
h
C
⅊
M.P.
23.0
SE
E D
WG
: 000-03-01-046
ST
A. 1214+
38
M.P.
23.5
ST
A. 1240+
78
SE
E D
WG
: 000-03-01-048
N
1215+00 1216+00 1217+00 1218+00 1219+00 1220+00 1221+00 1222+00 1223+00 1224+00 1225+00 1226+00 1227+00 1228+00 1229+00 1230+00 1231+00 1232+00 1233+00 1234+00 1235+00 1236+00 1237+00 1238+00 1239+00 1240+00
1300' 1300'
1400' 1400'
1500' 1500'
1600' 1600'
1700' 1700'
EXISTING GRADE
ST
A. 1
21
4+
38
ST
A. 1
24
0+
78
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
47
.D
WG
20
19
/1
0/2
0 W
AT
73
65
7
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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
LUZERNE & CARBON COUNTIES, PENNSYLVANIA
STA. 1214+38 STA. 1240+78
1" = 100' 000-03-01-047 B
100'
100'
100'
AJD (MM) 10/15/2018
MWF (MM) 10/15/2018
MJD (MM) 10/15/2018
LUZERNE & CARBON COUNTIES, 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
000-03-03-019.4 ACCESS ROAD DETAIL
36" PENNEAST PIPELINE
SITE RESTORATION PLAN
1240+
78
1243+
73
PE-CA-002.000
295'
1243+
73
1267+
17
PE-CA-003.000
2344'
1
2
4
3
+
7
3
P
R
O
P
E
R
T
Y
L
I
N
E
1
2
5
3
+
7
9
P
.
I
.
~
1
°
1
0
'
4
1
"
R
T
UF
LvD LvF McD
CLASS I
0.72
1480 PSIG
LEHIGH RIVER
HQ-CWF, MF
1240+00
1245+00
1250+00
1255+001260+00 1265+00
1270+00
ESCGPESCGP
ESCGPESCGP
ESCGPESCGP ESCGP ESCGP ESCGP
ESCGP
ESCGPESCGP ESCGP
ESCGPESCGP ESCGP ESCGP
ESCGP ESCGPESCGP ESCGP ESCGP
ESCGP ESCGP ESCGP ESCGPESCGP ESCGP ESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGP ESCGP
EESCGP
ESCGPESCGPESCGPESCGP
ESCGP
ESCGPESCGPESCGPESCGPESCGPESCGPESCGP
ESCGPESCGPESCGP
ESCGPESCGP
ESCGP
ESCGPESCGPESCGPESCGP
ESCGPESCGP
ESCGP
ESCGPESCGPESCGP
ESCGPESCGP
ESCGP
ESCGP
ESCGPESCGP
⅊
PROPOSED 36" PENNEAST PIPELINE
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
⅊
⅊
⅊
PE-CA-002.000
⅊
PE-CA-003.000
PE
-CA
-003.0
00
PE-CA-002.000
1
7
3
0
'
1
7
3
0
'
1
7
3
0
'
1
7
3
0
'
1
7
4
0
'
1
7
4
0
'
1730'
1740'
1
7
5
0
'
1
7
6
0
'
1
7
7
0
'
1780'
1
7
9
0
'
1
8
0
0
'
1
8
1
0
'
1
8
2
0
'
1
6
7
0
'
1
6
8
0
'
1
6
9
0
'
1
7
0
0
'
1
7
1
0
'
1
7
2
0
'
1
7
3
0
'
1
7
4
0
'
1
7
5
0
'
1
7
6
0
'
1
7
7
0
'
1
7
8
0
'
1
7
9
0
'
1740'
1750'
1
7
6
0
'
1
7
3
0
'
1
7
4
0
'
1
7
5
0
'
1
7
6
0
'
1
7
7
0
'
1
7
8
0
'
1
7
9
0
'
1
8
0
0
'
1
8
1
0
'
1
8
1
0
'
1
8
2
0
'
1
8
2
0
'
1
8
3
0
'
1
8
3
0
'
1
8
3
0
'
1
8
3
0
'
1
8
4
0
'
1
8
4
0
'
1
8
5
0
'
1
8
5
0
'
1
8
6
0
'
1
6
6
0
'
1
7
1
0
'
1
7
2
0
'
65'
UTILITY EASEMENT
UT
ILIT
Y E
AS
EM
EN
T
35'
McD
LvD
LvF
McD
LvD
M.P.
23.5
SE
E D
WG
: 000-03-01-047
ST
A. 1240+
78
M.P.
24.0
ST
A. 1267+
17
SE
E D
WG
: 000-03-01-049
N
1241+00 1242+00 1243+00 1244+00 1245+00 1246+00 1247+00 1248+00 1249+00 1250+00 1251+00 1252+00 1253+00 1254+00 1255+00 1256+00 1257+00 1258+00 1259+00 1260+00 1261+00 1262+00 1263+00 1264+00 1265+00 1266+00 1267+00
1600' 1600'
1700' 1700'
1800' 1800'
1900' 1900'
EXISTING GRADE
ST
A. 1
24
0+
78
ST
A. 1
26
7+
17
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
48
.D
WG
20
19
/1
0/2
0 P
AN
41
58
2
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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
CARBON COUNTY, PENNSYLVANIA
STA. 1240+78 STA. 1267+17
1" = 100' 000-03-01-048 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
SITE RESTORATION PLAN
1267+
17
1293+
57
PE-CA-003.000
2640'
UF OL/ROW UF OL/ROW UF
McD AcB McD
CLASS I
0.72
1480 PSIG
LEHIGH RIVER LIME HOLLOW
HQ-CWF, MF HQ-CWF, MF
1265+00
1270+00
1275+00
1280+00 1285+00 1290+001295+00
ESCGP
ESCGPESCGP ESCGP ESCGP
ESCGPESCGP ESCGP ESCGP
ES
CG
P
ESCGP ESCGP
ESCGP
ESCGPESCGP ESCGP
ESCGP ESCGP ESCGPESCGP
ESCGPESCGP
ESCGP
ESCGP ESCGP
ES
CG
P
ESCGPESCGP
ESCGP ESCGPESCGP
ESCGP ESCGP
ESCGP
ES
CG
P
ESCGP ESCGP
ES
CG
P
ESCGP E
EESCGP
ESCGPESCGPESCGP
ESCGPESCGPESCGP
ESCGPESCGP
ESCGPESCGPESCGPESCGPESCGP
ESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGPESCGP
ESCGPESCGP
ESCGPESCGP
ESCGPESCGPESCGP
ESCGP
ESCGPESCGPESCGP
ESCGP
ESCGP
CGP
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
PROPOSED 36" PENNEAST PIPELINE
⅊
⅊
⅊
⅊
⅊
⅊
PE-CA-004.000
PE-CA-002.000
PE-CA-003.000
WATERBODY
PA-NHD-597
WATERBODY
110415_GM_1001_I_MI
WETLAND
110614_JC_004_PSS
WETLAND
110614_JC_004_PFO
WETLAND
110614_JC_002B_PFO
WETLAND
110614_JC_002_PFO
WETLAND
110614_JC_003_PSS
WETLAND
NWI-452
WETLAND
NWI-452
WETLAND
NWI-311
WETLAND
NWI-437
1
7
3
0
'
1
7
3
0
'
1
7
3
0
'
1
7
3
0
'
1
7
4
0
'
1
7
4
0
'
1680'
1680'
1
6
9
0
'
1
7
0
0
'
1
7
1
0
'
1720'
1720'
1
6
8
0
'
1
6
8
0
'
1
6
9
0
'
1
6
9
0
'
1
7
0
0
'
1
7
0
0
'
1
7
1
0
'
1
7
2
0
'
1
7
3
0
'
17
40
'
1
7
5
0
'
1
7
6
0
'
1
7
7
0
'
17
80
'
1
7
9
0
'
1
8
0
0
'
WATERBODY
PA-NHD-605
UTILITY EASEMENT
115'
45'
35'
115'
35'
45'
30'
90'
45'
30'
35'
90'
McD
LvF
AcB
Hy
LtAW
McD
M.P.
24.0
SE
E D
WG
: 0
00
-0
3-0
1-0
48
ST
A. 1
26
7+
17
M.P.
24.5
ST
A. 1
29
3+
57
SE
E D
WG
: 0
00
-0
3-0
1-0
50
N
1268+00 1269+00 1270+00 1271+00 1272+00 1273+00 1274+00 1275+00 1276+00 1277+00 1278+00 1279+00 1280+00 1281+00 1282+00 1283+00 1284+00 1285+00 1286+00 1287+00 1288+00 1289+00 1290+00 1291+00 1292+00 1293+00
1500' 1500'
1600' 1600'
1700' 1700'
1800' 1800'
1900' 1900'
EXISTING GRADE
ST
A. 1267+
17
ST
A. 1293+
57
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
49
.D
WG
20
19
/1
0/2
2 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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
CARBON COUNTY, PENNSYLVANIA
STA. 1267+17 STA. 1293+57
1" = 100' 000-03-01-049 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
SITE RESTORATION PLAN
1293+
57
1312+
35
PE-CA-003.000
1878'
1312+
35
1317+
44
PE-CA-005.000
509'
1317+
44
1319+
99
PE-CA-006.000
255'
1
3
1
2
+
3
5
P
R
O
P
E
R
T
Y
L
I
N
E
1
3
1
4
+
9
4
P
.
I
.
~
2
°
0
2
'
1
5
"
R
T
1
3
1
5
+
0
8
E
D
G
E
O
F
G
R
A
V
E
L
1
3
1
5
+
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
3
1
5
+
3
0
E
D
G
E
O
F
G
R
A
V
E
L
1
3
1
6
+
5
4
P
.
I
.
~
2
°
2
0
'
4
9
"
R
T
1
3
1
6
+
9
4
P
.
I
.
~
1
4
°
2
8
'
3
9
"
R
T
1
3
1
7
+
4
4
P
R
O
P
E
R
T
Y
L
I
N
E
1
3
1
7
+
4
4
P
.
I
.
~
1
4
°
2
8
'
3
9
"
L
T
UF OL/ROW UF
McD LtA McB AcB McB
CLASS I
0.72
1480 PSIG
LIME HOLLOW PORTER RUN
HQ-CWF, MF HQ-CWF, MF
1290+00
1295+00
1300+00
1305+00
1310+00
1315+00
1320+00
ESCGP
ESCGP
ESCGP
ESCGP
ES
CG
P
ESCGP
ESCGP
ES
CG
P
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGPESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGP
ESCGPESCGP 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
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
ES
CG
P
ES
CG
P
ES
CG
P
E
S
C
G
P
E
S
C
G
P
E
S
C
G
P
ES
CG
P
ES
CG
ES
CG
P
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
E
S
C
G
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ES
CG
P
ESCGP
ESCGPESCGP
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
PROPOSED 36" PENNEAST PIPELINE
EXISTING PETROLEUM LINES
(BUCKEYE PARTNERS, LP)
UNNAMED ROAD
⅊
⅊
⅊
⅊⅊
⅊
⅊
PE-CA-003.000
AR-034A
(REFER TO
ACCESS ROAD DETAIL)
PE-CA-005.000
PE-CA-006.000
AR
-034
(REFER TO
ACC
ESS R
OAD DE
TAI
U
N
N
A
M
E
D
R
O
A
D
PR
OP
OS
ED
ST
AG
ING
AR
EA
PE
-ST
A-B
-05
WATERBODY
PA-NHD-597
WATERBODY
110415_GM_1001_I_MI
WETLAND
110614_JC_002B_PFO
WETLAND
110614_JC_002_PFO
WETLAND
110614_JC_003_PSS
WETLAND
NWI-452
WETLAND
NWI-452
WETLAND
NWI-311
1
7
8
0
'
1
7
9
0
'
1680'
1680'
1
6
9
0
'
1
6
9
0
'
1
7
0
0
'
1
7
0
0
'
1
7
1
0
'
1
7
1
0
'
1
7
2
0
'
1
7
3
0
'
1
7
4
0
'
1
7
5
0
'
1760'
1
7
7
0
'
1
6
8
0
'
1
6
8
0
'
1
6
9
0
'
1
6
9
0
'
1
7
0
0
'
1710'
1
7
2
0
'
1
7
3
0
'
1
7
4
0
'
1
7
5
0
'
1
7
6
0
'
1
7
7
0
'
1
7
8
0
'
1790'
UTILITY EASEMENT
90'
45'
30'
35'
90'
65'
75'
20'
Hy
LtA
W AcB
McD
LkB
McD
McB
McB
M.P.
24.5
SE
E D
WG
: 000-03-01-049
ST
A. 1293+
57
M.P.
25.0
ST
A. 1319+
99
SE
E D
WG
: 000-03-01-051
N
1294+00 1295+00 1296+00 1297+00 1298+00 1299+00 1300+00 1301+00 1302+00 1303+00 1304+00 1305+00 1306+00 1307+00 1308+00 1309+00 1310+00 1311+00 1312+00 1313+00 1314+00 1315+00 1316+00 1317+00 1318+00 1319+00
1500' 1500'
1600' 1600'
1700' 1700'
1800' 1800'
1900' 1900'
EXISTING GRADE
ST
A. 1
29
3+
57
ST
A. 1
31
9+
99
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\S
IT
E_
RE
ST
OR
AT
IO
N\A
LIG
NM
EN
T_
SH
EE
TS
\0
1_
PE
NN
EA
ST
_M
AIN
LIN
E\0
00
-0
3-0
1-0
50
.D
WG
20
19
/1
0/2
2 P
AN
41
58
2
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
0
SCALE: 1" = 100'
50100 100
TO
ALIGNMENT SHEET
PENNEAST MAINLINE
CARBON COUNTY, PENNSYLVANIA
STA. 1293+57 STA. 1319+99
1" = 100' 000-03-01-050 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
36" PENNEAST PIPELINE
SITE RESTORATION PLAN