NORTHAMPTON COUNTY, PENNSYLVANIA
OWNERSHIP / FOOTAGE
PE-NO-001.034
PE-NO-001.041
PE-NO-A657.000
PE-NO-A659.000
PE-NO-A660.000
1389'
823'
94'
252'
82'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
52.5
53.0
PE-NO-A657.000
PE-NO-A659.000
072415_J WETLAND C_1002_ VP 1001_I_M I
STREAM 072415_J C_
PE
-N OA6 61 .00
0
PE-NO-001.034 031516_NJ_003_PSS
031516_N WETLAND J_004_PS S
032916_BT_001_PSS
PE-NO-001.041
ATWS-16
54
WETLAN 072415_JD C
031516_NJ_002_VP
MATCHLINE STA. 2772+00
2770+00
_1001_V
ATWS-1629 2795+00
ATWS-0395
2775+00
2780+00
032916_BT_001_VP
ATWS-039
2800+00
ATWS-1652
3
2785+00
ATWS-1651 X
2790+00
UNNAME ROAD
P
ATWS-1626
ATWS-1627
ATWS-039 4
MATCHLINE STA. 2798+40
ATWS-03 91
072415_JC_1003_VP PE-NO-A659.000 PE
-N
OA6
60 .00
PE-NO-001.040
0
PE-NO-001.034 AR-052 SEE DWG: 000-03-03-036
031516_NJ_001_VP 100
50
LAND USE
UF
MATERIAL & COATING
PROPOSED 36" PIPELINE
SOILS
0
PE-NO-A660.000
100
LbD
LcD
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1000'
1000'
900'
900'
800'
700'
700'
600'
600'
2772+00
2773+00
2774+00
2775+00
2776+00
2777+00
2778+00
2779+00
2780+00
2781+00
2782+00
2783+00
2784+00
2785+00
2786+00
2787+00
2788+00
2789+00
2790+00
2791+00
2792+00
2793+00
2794+00
2795+00
2796+00
2797+00
ELEVATION
STA 2798+40
800'
STA 2772+00
ELEVATION
NATURAL GROUND
2798+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO. 000-03-08-001--- 002 000-03-09-001--- 008 000-03-03-036
TITLE TYPICAL CONSTRUCTION ROW DETAILS TYPICAL E&S DETAILS ACCESS ROAD DETAIL
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2772+00 TO STA. 2798+40 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-106
H
PE-NO-A660.000
PE-NO-A661.000
PE-NO-A662.000
PE-NO-001.002
PE-NO-A653.000
PE-NO-001.002
68'
482'
253'
1127'
760'
220'
2799+09 BEGIN LINE CHANGE AREA
OWNERSHIP / FOOTAGE
STATIONING
28
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
0 28
00 5+
PE-NO-001.002
PE-NO-A661.000 M
_P
SS
1 00
051315_JC_1001_P_MI
PA-NHD-080
+0 00
0
28
0404
ATWS
_ BT
_ 16
29
6 62
03
W AT
1 S-
03
PE
MATCHLINE STA. 2824+80
NO
PE
0 +0
5 A6
1.0
10
0
0 9.0
M.P.
-NO
-00
28
MATCHLINE STA. 2798+40
P HI NS IP W SH TO WN RE TO O O IGH H LE
PE
-NO
-00
1.0
02
ATW
S-0
405
00 2825+
M.P.
AT
WS -04
-0402 ATWS
00
2820+
ATWS-039
9
16 SW T
27
95
_0
ATWS
-1650
PF
AT
WS -03 98
2 03
27
403
00
PE-NO-A660.000
T
B 6_ 91
0 +0
-0 ATWS
WE 05 TLA 13 15 ND _JC _1 00 2_
2815 +
P
_V 01
A
06
-0401 ATWS
2815+00
PE-NO-A662.000 50
0
100
ATWS-040
PA-NHD-080
LAND USE
UF
MATERIAL & COATING
PROPOSED 36" PIPELINE
LcD
-NO
LbB
1.0
04
S-SUR-081
PE-NO-A652.000
BvB
-00
PE-NO-A653.000
0
SOILS
PE
S-SUR-082 100
O
LbB
BvB
LbB
BvB
AoB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1000'
1000'
900'
900'
800'
700'
700'
600'
600'
2799+00
2800+00
2801+00
2802+00
2803+00
2804+00
2805+00
2806+00
2807+00
2808+00
2809+00
2810+00
2811+00
2812+00
2813+00
2814+00
2815+00
2813+00
2814+00
2815+00
2816+00
2817+00
2818+00
2819+00
2820+00
2821+00
2822+00
2823+00
ELEVATION
STA 2824+80
800'
STA 2798+40
ELEVATION
NATURAL GROUND
2824+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2798+40 TO STA. 2824+80 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-107
H
OWNERSHIP / FOOTAGE
PE-NO-001.002
PE-NO-001.004
PE-NO-001.004
PE-NO-001.004
276'
384'
1538'
442'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA X
OH
53.5
EXISTING OVERHEAD LINE
54.0
PE-NO-001.003 PE-NO-001.008
X
PE-NO-001.004
PE-NO-001.007 X
OH
.008
-001
X
PE-NO-001.002
O PE-N
.009
-001
O PE-N
UN
2830+00
PE-NO-001.004
MATCHLINE STA. 2851+20
X
MATCHLINE STA. 2824+80
X ATWS-0408
X
X X
05
RO
AD
ATWS-0407
OH
MI
P_ 1_ 00 1 _ _JC 15 13
X
NA ME
05 ATWS-04
2835+00
ATWS-0406
2840+00 2845+00
25
00
+
28
2850+00
WETLAND 051315_JC_1002_PFO
4 40
ATWS-0408
2855+00
0 S-
W AT
PE-NO-001.004 X
0
65
W AT
1 S-
X
MO O LEH RE TO W IGH TO NSHIP WN SH IP
PE-NO-001.006
100
00
50
0
DELPS
0
S-
W AT
ROAD
PE-NO-001.042
3 40
100
+ 20
28
LAND USE
UF
AG
UF
AG
UF
MATERIAL & COATING
AG
UF
AG
PROPOSED 36" PIPELINE
SOILS
AoB
BvB
BuB
CpB
AnA
AfB
AfA
AfB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II
CLASS III
0.60
0.50 1480 PSIG
900'
900'
800'
800'
T
T
T
T
T
T
T
T
T
T
700'
600'
600'
500'
500'
2825+00
2826+00
2827+00
2828+00
2829+00
2830+00
2831+00
2832+00
2833+00
2834+00
2835+00
2836+00
2837+00
2838+00
2839+00
2840+00
2841+00
2842+00
2843+00
2844+00
2845+00
2846+00
2847+00
2848+00
2849+00
2850+00
ELEVATION
T
STA 2851+20
700'
STA 2824+80
ELEVATION
NATURAL GROUND
2851+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO. 000-03-08-001--- 002 000-03-09-001--- 008 000-03-03-037
TITLE TYPICAL CONSTRUCTION ROW DETAILS TYPICAL E&S DETAILS ACCESS ROAD DETAIL
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2824+80 TO STA. 2851+20 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-108
H
OWNERSHIP / FOOTAGE
PE-NO-001.004
PE-NO-001.011
PE-NO-001.011
PE-NO-001.011
370'
1754'
474'
42'
STATIONING
M.P. X
54.0
54.5
PE-NO-001.008
-001 .004
OH
PE-N O
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
X
PE-NO-001.009 PE-NO-001.011
X
X
X
X
OH
X
X
0+0
2880+0
0 415 ATWS-0
X
X
PA-NHD-084
0
X
639
ATWS-1
X
X
X
X
X
NWI-012
X
MATCHLINE STA. 2851+20
0 2875+0
X
X
X
X
S-0 408
OH
ATW
X
X 414
0
X
X
X
UN
NA
2865+0
ATW
S-0 4
X
D
ATWS-0
ME
X
X
OH
412
ATWS-0
X
+00
RO AD
0 2870+0
285 5
X
MATCHLINE STA. 2877+60
285
OH
PE-NO-001.010
10
413
ATWS-0
PE-NO-001.011
UTILITY EASEMENT 0
OH
X
X
X
X
DE L
X
PS
RO A
D
X
OH
X
2860+0
X
X X
100
50
0
100
X X
LAND USE
AG
UF
RD
UF
AG
UF
AG
UF
MATERIAL & COATING
AG
UF
AG
UF
RD
AG
PROPOSED 36" PIPELINE
SOILS
CpA
AfB
CpA
AfB
BuB
AnA
AoB
AnA
CrB
WkD
BkC
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS III
CLASS II
0.50
0.60
800'
800'
700'
T
NATURAL GROUND
T
T
T
T
T
T
T
T
T
T
T
T
T
700'
600'
600'
500'
500'
2851+00
2852+00
2853+00
2854+00
2855+00
2856+00
2857+00
2858+00
2859+00
2860+00
2861+00
2862+00
2863+00
2864+00
2865+00
2866+00
2867+00
2868+00
2869+00
2870+00
2871+00
2872+00
2873+00
2874+00
2875+00
2876+00
ELEVATION
900'
STA 2877+60
900'
STA 2851+20
ELEVATION
1480 PSIG
2877+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2851+20 TO STA. 2877+60 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-109
H
OWNERSHIP / FOOTAGE
PE-NO-001.011
PE-NO-001.014
PE-NO-001.014-HWY
PE-NO-001.016
PE-NO-001.016-MR
PE-NO-001.018
PE-NO-001.021
1142'
192'
27'
336'
50'
235'
658'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
54.5
55.0
N M K IN
PE-N
RO
O-A6
85.00
0
AD
X
639
X
PE-NO-A683.000
X
PE-NO-001.014
ELECTRIC FENCE
X
PE-NO-001.014-HWY X
X ATW
X
S-0 415
84.00
0
PE-NO-001.011 X
X
X OH
X
X X
MATCHLINE STA. 2877+60
+00
X
X
PE-NO-001.017
X
AT W
PE-NO-001.019
PE-NO-001.016-MR
OH
S-0 4
17
OH
ATW
X X
0
5+0
288
0+0
X
0
X
H
X
AD
O
X
-00
D ME
RO
OH
-N O
NA
UN
1
2905+00
OH
288
PE
X
X
X
X
289 0
416 S-0 X
X
EXISTING OVERHEAD LINES
OH
X X
X X
X
X X
1.0 1
O-A6
X
X
287 5X +00 X
PE-N
PE-NO-001.015
MATCHLINE STA. 2904+00
ATW S-1
289
5+0 0
PE-NO-001.013
E4
PE-NO-001.021
AP PL EB UT T
ST AT ER
AD
OU T
H
O
RO
ER RO A
014
ED M
D
NA
UN WOOD FENCE
0
0+0
290
PE-NO-001.016
PE-NO-001.012
PE-NO-001.011
100
50
0
100
PE-NO-001.020
PE-NO-001.018
LAND USE
AG
RD
AG
UF
AG
MATERIAL & COATING
RD
RE
RD
UF
RE
UF
PROPOSED 36" PIPELINE
SOILS
BkC
BkB
UusB
AfB
BkD
BkB
WkD
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60
1000'
900'
900'
STA 2904+00
800'
T T NATURAL GROUND
T
T T
T
T
T
T T
T
800'
700'
700'
600'
600'
2878+00
2879+00
2880+00
2881+00
2882+00
2883+00
2884+00
2885+00
2886+00
2887+00
2888+00
2889+00
2890+00
2891+00
2892+00
2893+00
2894+00
2895+00
2896+00
2897+00
2898+00
2899+00
2900+00
2901+00
2902+00
2903+00
ELEVATION
1000'
STA 2877+60
ELEVATION
1480 PSIG
2904+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2877+60 TO STA. 2904+00 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-110
H
OWNERSHIP / FOOTAGE
PE-NO-001.021
PE-NO-001.024
PE-NO-001.025
PE-NO-001.024
PE-NO-001.024-MR
PE-NO-A496.000
PE-NO-A496.000-MR
PE-NO-001.026
448'
976'
26'
196'
43'
839'
53'
57'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
55.0
PE-NO-A685.000
55.5
EXISTING OVERHEAD LINE
PE-NO-A679.000 PE-NO-001.025
PE-NO-A496.000
OH
OH
D
OA
R EY
GL
BIE
2915+00
PE-N
-04
22
PE-NO-A684.000
MATCHLINE STA. 2930+38
0 83.00 O-A6
WS
OH
2925+00
0425
ATWS
ATW
S-0
0 0+0 291
425
OH
MATCHLINE STA. 2904+00
AT
00 2920+
4 S-042
ATW
2905+00
-042 ATWS
AT W
3
S-0 426
AT
WS
PE-NO-001.024-MR
D
OA
LA
ST IN
G
O
VE
R H
ATW
EA D
S-0
428
00
PE-NO-A496.000-MR
R SE
EX I
293 0+
OH
019
OH
OH
OH
1. O-00 PE-N
OH
LI N
E
-04
27
OH
OH
G
UN NA
PE-NO-001.026
M ED
OH
RO
AD
293
5+0
0
OH
PE-NO-001.024 21
0 +0 00 9 2
1.0 O-00 PE-N
100
LAND USE
UF
UF
RE
50
0
100
AG
RD
MATERIAL & COATING
AG
RD
AG
PROPOSED 36" PIPELINE
SOILS
WkD
BkB
BkA
BkB
BkC
BkB
BkC
AfB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1000'
1000'
NATURAL GROUND
T
T
T T T
800'
700'
700'
600'
600'
2904+00
2905+00
2906+00
2907+00
2908+00
2909+00
2910+00
2911+00
2912+00
2913+00
2914+00
2915+00
2916+00
2917+00
2918+00
2919+00
2920+00
2921+00
2922+00
2923+00
2924+00
2925+00
2926+00
2927+00
2928+00
2929+00
ELEVATION
T
STA 2930+38
800'
900'
T STA 2904+00
ELEVATION
900'
2930+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST
FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2904+00 TO STA. 2930+38 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-111
H
OWNERSHIP / FOOTAGE
PE-NO-001.026
PE-NO-001.027
PE-NO-001.028
PE-NO-001.027
PE-NO-001.030
PE-NO-001.031
PE-NO-001.031-HWY
PE-NO-A048.000
746'
523'
341'
313'
269'
254'
39'
155'
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
55.5 PE-NO-001.028
HO CH
SHORT ROAD
STATIONING
RO
AD
PE-NO-A733.000 PE-NO-001.028
M.P.
56.0
PA-NHD-086 102815_WA_1001_E_MI 102815_WA_1001_E_MI
AR-054 SEE DWG: 000-03-03-038
RO
2950+00
MOU
ATWS-1755
MATCHLINE STA. 2956+78
OH
ATWS-1649
2955
+00
OH
425
S-0
2945+00
ATWS-1648
428
OH
ATW
+00
S-0
ATW
ME
D PE
2935
UN
OH MATCHLINE STA. 2930+38
NO
ATWS-0431
2940+00
NA
0
OH
4 -A
00
OPE-N
NTAIN VIEW DRIV E / ST ATE R OH TE
PA-NHD-087 ATWS-0429
. 96
.00 A048
946
ATWS-1756
EXISTING OVERHEAD LINE
0
AD
OH
PE-NO-001.030
0
0+0 293
051215_JC_1001_D_MI
051215_JC_1003_D_MI
OH
PROPOSED SEE DWG: 029-03-00-001
PE-NO-001.031
-A
NO
PE
49
OH
ROA D
6
.0
6
EXISTING OVERHEAD LINES
051215_JC_1002_P_IN
. 01
NO
PE-NO-001.031-HWY
AD
O
R LEY IEG
PE
NWI-013
B PE-NO-001.026
GLA SE
R M
00
-0
35
051215_JC_1002_P_IN
PE-NO-001.033 02
S-04
ATW
+00
OH
051215_JC_1001_D_MI
UNNAMED ROAD
426
2960
081815_MK_042_PEM
AT
S-0
ATW
4
OH
PE-NO-001.027
7
-042 WS
3 S-04
ATW
OAD
EY R
L BIEG
100
50
0
EAM STR D-086 H N PA
.032
100
001 -NO-
PE PA-NHD-085
LAND USE
AG
UF
AG
MATERIAL & COATING
UF
RD
UF
PROPOSED 36" PIPELINE
SOILS
AfB
CpB
BkB
CpB
BkC
BkB
AfB
BkF
CpB
CrB
BtA
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
900'
800'
T
T
NATURAL GROUND
T
T
T
700'
600'
600'
500'
500'
2931+00
2932+00
2933+00
2934+00
2935+00
2936+00
2937+00
2938+00
2939+00
2940+00
2941+00
2942+00
2943+00
2944+00
2945+00
2946+00
2947+00
2948+00
2949+00
2950+00
2951+00
2952+00
2953+00
2954+00
2955+00
2956+00
ELEVATION
T
STA 2956+78
700'
T
STA 2930+38
ELEVATION
800'
900'
2957+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO. 000-03-08-001--- 002 000-03-09-001--- 008 000-03-03-038
TITLE TYPICAL CONSTRUCTION ROW DETAILS TYPICAL E&S DETAILS ACCESS ROAD DETAIL
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2930+38 TO STA. 2956+78 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-112
H
OWNERSHIP / FOOTAGE
PE-NO-A048.000
PE-NO-043.000
PE-NO-A498.000
690'
157'
1793'
STATIONING
M.P. WG:
000-
56.0
AR 03-0 -054 3-03 8
AD
56.5
PE-NO-043.000
RT
RO
AM NN
DR I O H VE /
OH
U
ST AT E
ED
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
E9 46
SEE D
PE-NO-A498.000
OH
15_M
K_04
0512
2_PE
M
15_J
C_10 0
OH
3_D_
MI
PRO DWG POSED : 029 -03-0 0-0
01
PE-N O-
OH
0818
SEE
MATCHLINE STA. 2956+78
55 +0 0
001.
031
ATWS-0437
ATWS-0436
ATWS-0434
2980+00
2975+00
2970+00
2965+00
2960+00
MATCHLINE STA. 2983+18
OH
29
MO UN
TA IN
V IE W
PE-NO-A048.000
ATWS-0435
2985+00
EXIS T OVE ING RHE AD L INES
PE-N O-00
1.03
1-HW
Y
NWI
-013
PE-NO-001.032
STREAM PA-NHD-086 PE-NO-043.001 100
LAND USE
UF
UF
AG
50
0
100
UF
AG
MATERIAL & COATING
AG
PROPOSED 36" PIPELINE
SOILS
BtA
BkD
BkF
BkD
BkC
BkB
BkC
WkD
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
900'
900' NATURAL GROUND
800'
T
T
800'
T
T
T
STA 2983+18
700'
T
STA 2956+78
ELEVATION
T
700'
600'
600'
500'
500'
2957+00
2958+00
2959+00
2960+00
2961+00
2962+00
2963+00
2964+00
2965+00
2966+00
2967+00
2968+00
2969+00
2970+00
2971+00
2972+00
2973+00
2974+00
2975+00
2976+00
2977+00
2978+00
2979+00
2980+00
2981+00
2982+00
ELEVATION
T T
2983+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST
FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2956+78 TO STA. 2983+18 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-113
H
OWNERSHIP / FOOTAGE
PE-NO-A498.000
PE-NO-A498.000-MR
PE-NO-043.002
PE-NO-A050.000
PE-NO-A051.000
PE-NO-043.003
711'
45'
338'
273'
607'
666'
STATIONING
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
57.0
SO UTH
PE-NO-A498.000
NG D LINE TILI STI U EXI RHEA TRIC E LEC V O LE (PP P.) R CO
NG D LINE STI EXI RHEA E OV
OH
OA KR OA D
D ER ROA E WALK
56.5
OH
M.P.
OH
00
3010+
2990+0
0
ATWS-0
442
-0443
3005+
438 ATWS-0
2995+0
0
439 ATWS-0 441
PE-NO-A498.000-MR
00
ATWS ATWS
0446
OH
ATWS
-0447
OH
-0444
ATWS
440
MATCHLINE STA. 3009+58
ATWS-0
OH
437
2985+00
ATWS-0
OH
-0445
ATWS
PE-NO-A051.000
OH
2980+00
ATWS-0
PA-NHD-004
OH
ATWS-0437
0448
OH
MATCHLINE STA. 2983+18
OH
ATWS
00
3000+
OH
OH
EXISTING OVERHEAD LINE PA-NHD-088
PE-NO-043.002 PE-NO-043.003
100
LAND USE
AG
UF
RD
UF
OL/ROW
50
0
100
OH
PE-NO-043.001
UF
MATERIAL & COATING
AG
UF
AG
PROPOSED 36" PIPELINE
SOILS
BkB
CpB
WkD
BtB
BkF
BkD
BkC
BkB
BkA
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1000'
1000'
900'
900'
T
T 800'
ELEVATION
T
T T
T
STA 3009+58
800'
STA 2983+18
ELEVATION
NATURAL GROUND
T
T
T T T
700'
700'
T
600'
600'
2984+00
2985+00
2986+00
2987+00
2988+00
2989+00
2990+00
2991+00
2992+00
2993+00
2994+00
2995+00
2996+00
2997+00
2998+00
2999+00
3000+00
3001+00
3002+00
3003+00
3004+00
3005+00
3006+00
3007+00
3008+00
3009+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2983+18 TO STA. 3009+58 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-114
H
OWNERSHIP / FOOTAGE
PE-NO-043.003
PE-NO-051.000
PE-NO-043.003
1369'
214'
1057'
STATIONING
M.P. OH
57.0
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
57.5
PE-NO-051.000
PE-NO-043.003
EXISTING OVERHEAD LINE (PPL ELECTRIC UTILITY CORP.)
OH
E WA
EXISTING OVERHEAD LINE
OH
L KER
ROA
D
UTILITY EASEMENT
PE
-N O-
04
ATWS-0
444
OH 3010+0
ATWS-0448
OH
0
3035+00 3030+00 3025+00 3020+00
446
ATWS-0
447
3015+0
OH
ATWS-0
0
MATCHLINE STA. 3035+98
MATCHLINE STA. 3009+58
ATWS-0449
448
AT W
S0
44
9
AT
W
OH
ATWS-0
OH
445
03
PE-NO-051.000
OH
ATWS-0
3.0
S-
04
50
OH
30
40
OH
+0
OH
PE-NO-043.003
E
OH
IV
PENO -04 3
EW
.00
EY
DR
VI
LL
3
VA
PE
PE-NO-043.003
OH
-N
O-
05 4.0
00
100
LAND USE
AG
UF
RD
UF
AG
UF
50
0
100
AG
UF
MATERIAL & COATING
AG
UF
AG
PROPOSED 36" PIPELINE
SOILS
BkB
BkB
BfB
BfB
BkB
BkB
BfB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1100'
1100'
1000'
1000'
NATURAL GROUND
T
T
T
T
T
T
T
T
T
900'
800'
800'
700'
700'
3010+00
3011+00
3012+00
3013+00
3014+00
3015+00
3016+00
3017+00
3018+00
3019+00
3020+00
3021+00
3022+00
3023+00
3024+00
3025+00
3026+00
3027+00
3028+00
3029+00
3030+00
3031+00
3032+00
3033+00
3034+00
3035+00
ELEVATION
STA 3035+98
900'
STA 3009+58
ELEVATION
T
3036+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3009+58 TO STA. 3035+98 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-115
H
0
PE-NO-043.003
PE-NO-053.000
PE-NO-055.000
PE-NO-057.000
PE-NO-058.000
W BEERSVILLE ROAD D/W T559
348'
139'
136'
174'
851'
19'
3037+17 BEGIN LINE CHANGE AREA
OWNERSHIP / FOOTAGE
NORTHAMPTON COUNTY, PENNSYLVANIA
PE-NO-059.000 PE-NO-060.000
PE-NO-057.000
EXISTING OVERHEAD LINES
M.P.
0-MR
SCHANER BLOTZ DRIVE
PE-NO-056.000
M.P.
PE-NO-061.000
0 00 2. 6 0
-
O
N E-
P OH
PE-NO-043.003
OH
M.P.
60.00 PE-NO-0
STATIONING
29
OH
PE-NO-058.000
0
+0
5 05
PE-NO-055.000
3
PE-NO-053.000
3045+0
3050+0 0
1 S-
73
6
LLE
YV
W AT
A
WB
EE
RS
VIL LE R OH
IEW DR IVE
0
MATCHLINE STA. 3052+65
A
2
OH
MATCHLINE STA. 3035+98
4
0 S-
TW
67
1 STW
OH
-0450
53
OH
-0453
OH
ATWS
OH
OH
35
30
X
OH
W AT
0 +0
ATWS
6
A
3040+ 00
OH
49 04 S-
5 04 STW
OH
OH
ATWS -0449
OA D
DR
OA
OH
D OH
VA
PE-NO-054.000
-
NO
PE
NA
ME P
0 00
UN
PE-NO-058.000 0 +0 30 0 3
8. 05
03 3.0 04 O E-N
EXISTING OVERHEAD LINE 100
LAND USE
AG
RD
50
0
100
PE-NO-A069.000
UF
AG
MATERIAL & COATING
RD
AG
PROPOSED 36" PIPELINE
SOILS
BkB
BkC
WkB
BkB
BkD
WkD
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1100'
1100'
1000'
1000' NATURAL GROUND
T T
T T
T T T
T
900'
T
800'
800'
700'
700'
3036+00
3037+00
3038+00
3039+00
3040+00
3041+00
3042+00
3043+00
3044+00
3045+00
3046+00
3047+00
3048+00
3049+00
3050+00
ELEVATION
STA 3052+65
STA 3035+98
ELEVATION
T 900'
3051+00
3052+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3035+98 TO STA. 3052+65 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-116
H
OWNERSHIP / FOOTAGE
W BEERSVILLE ROAD D/W T559
PE-NO-062.000
PE-NO-063.000
26'
1217'
384'
29
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA O
-N O0
60
.00
0-
MR
H
O
PE-NO-063.000
PE
H
UTILITY EASEMENT O H
ATWS-0456
ATWS-1673
ATWS-1672
3070+00
PE
-N
O-
06 4
.00 0
ATWS-1671
ATWS-1670
O
0
ATWS-0460
MATCHLINE STA. 3068+92
.0 0
0
3065+00
OH
06 9
OH
MATCHLINE STA. 3052+65
-A
3060+00
H
O
58 .0 0
3055+00 O
PE -N
-N O -0
ATWS-1676
ATWS-0456
H
00
PE
O
+ 50
30
ATWS-0453
H
OH WB EE
PE
RS
-N
O-
OH
A RO LE VIL OH
O VE RH EX EA IS D TIN LI G NE
D OA DR OH E M NA UN
06
3.0
00
-M
R
30 75
D
+0 0
H
O
PE-NO-062.000
AT
W
S-
04
60
100
50
0
100
PE-NO-058.000
LAND USE
AG
UF
MATERIAL & COATING
AG
PROPOSED 36" PIPELINE
SOILS
CpB
BkB
CpB
BkB
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60
1000'
1000'
900'
900'
NATURAL GROUND
T
T
T
T
T
T
T
T
T
800'
700'
700'
600'
600'
3053+00
3054+00
3055+00
3056+00
3057+00
3058+00
3059+00
3060+00
3061+00
3062+00
3063+00
3064+00
3065+00
3066+00
3067+00
ELEVATION
T
STA 3068+92
800'
STA 3052+65
ELEVATION
1480 PSIG
3068+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3052+65 TO STA.3068+92 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-116.1
H
OWNERSHIP / FOOTAGE
PE-NO-063.000
PE-NO-063.000-MR
PE-NO-064.000
118'
49'
2126'
29
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA PA-NHD-089
PE-NO-064.000
00
0 SW T A
PE-NO-064.0
0 46
ATWS-04
60
3075+00
16 SW AT
76
70 16
00 0+ 7 30
SW T A
W AT
7 16
3080+00
S-
ATWS-0462 ATWS-0460
MATCHLINE STA. 3088+80
6
ATWS-0464
0
MATCHLINE STA. 3068+92
0 O-N E P
0 3.0
3085+00
1 PE-NO-063.000-MR
ATWS-0461
3090+00
ATWS-0463
M.P. 00 PE-NO-067.0 00 5+ 6 30
04 SW AT
PA-NHD-089
PE-NO-064.000
56
PE-NO-065.000 PA-NHD-090 100
50
0
100
PE-NO-066.000
PA-NHD-090
LAND USE
AG
UF
RD
AG
MATERIAL & COATING
UF
WB/OW
UF
WB/OW
UF
PROPOSED 36" PIPELINE
SOILS
CpB
BkB
BkB
BfB
CpB
BkC
CpB
BtA
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
900'
900'
800'
800'
T
T
T
T
T
T T
T
700'
600'
600'
500'
500'
3069+00
3070+00
3071+00
3072+00
3073+00
3074+00
3075+00
3076+00
3077+00
3078+00
3079+00
3080+00
3081+00
3082+00
3083+00
3084+00
3085+00
3086+00
3087+00
3088+00
3086+00
3087+00
ELEVATION
T
STA 3068+92
ELEVATION
700'
T
STA 3088+80
NATURAL GROUND
T T
3088+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3068+92 TO STA. 3088+80 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-117
H
OWNERSHIP / FOOTAGE
PE-NO-064.000
PE-NO-067.000
PE-NO-068.000
PE-NO-069.000
PE-NO-069.000-HWY
PE-NO-071.000
214'
963'
181'
651'
49'
582'
STATIONING
M.P.
58.5
PA-NHD-089
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
59.0 PE-NO-070.000
PE-NO-067.000
PE-NO-071.000 090314_DB_1011_E_MI 090314_DB_1011_E_MI
3095+00
SE
3100+0
D
R
IV
H
ATWS-0463 ATWS
E
00
O
0
1 31
-0464
ATWS-0468 04 SW T A
H O
3105+0 0
0+
66
H
40 0 SR H
3115+00
O
O U
ATWS-0470 H
G R
3090+00
ATWS-0471
O
ATWS-0464
MATCHLINE STA. 3115+20
MATCHLINE STA. 3088+80
ATWS-0462
H O
ATWS-0461
ATWS-0469
O
ATWS-0467
PE-NO-068.000
ATWS-0460
PE-NO-071.000-HWY
6
PE-NO-064.000
PE-NO-071.000
O H
O
H
090314_DB_1011_E_MI
465
PE-NO-069.000-HWY
O
W AT
H
O
S-0
PE-NO-067.000
H
PA-NHD-089
EXISTING OVERHEAD LINE
EXISTING OVERHEAD LINES
O
PE-NO-069.000
H
H
PE-NO-072.000
LAND USE
UF
50
0
AG
100
RE
MATERIAL & COATING
O
100
PA-NHD-090
AG
RD
AG
PROPOSED 36" PIPELINE
SOILS
CpB
BkB
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
900'
900'
800'
800'
NATURAL GROUND
T
ELEVATION
STA 3088+80
T
T
700'
T
T
ELEVATION
T
STA 3115+20
T 700'
600'
600'
500'
500'
3089+00
3090+00
3091+00
3092+00
3093+00
3094+00
3095+00
3096+00
3097+00
3098+00
3099+00
3100+00
3101+00
3102+00
3103+00
3104+00
3105+00
3106+00
3107+00
3108+00
3109+00
3110+00
3111+00
3112+00
3113+00
3114+00
3115+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3088+80 TO STA. 3115+20 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-118
H
OWNERSHIP / FOOTAGE
PE-NO-071.000
PE-NO-071.000-HWY
PE-NO-072.000
PE-NO-074.000
PE-NO-074.000-MR
PE-NO-076.000
PE-NO-077.000
PE-NO-076.000
PE-NO-077.000
PE-NO-076.000
168'
66'
268'
505'
46'
57'
275'
73'
193'
989'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
59.0 PE-NO-070.000
PE-NO-079.000 PE-NO-074.000-MR PE-NO-071.000
PE-NO-076.000
PE-NO-074.000
090314_DB_1011_E_MI
PE-NO-076.000
090414_DB_008_PEM
090314_DB_1011_E_MI
PE-NO-071.000-HWY
ATWS-0476
PE-NO-073.000
ATWS-0473
OH
ATWS-0471
3130+00
ATWS-0 476
3135+0
0
MATCHLINE STA. 3141+60
SR
40
ATWS-0469
ATWS-0467
OH
06
ATWS-0471
3125+00
ATWS-0475
H O
3115+00
OH
OH
X
090314_DB_1011_E_MI
OH
ED M A N UN
RO
ATWS-0474
AD
OH
OH
R
090414_DB_1013_I_MI
090314_DB_1011_E_MI
D ED ROA UNNAM
PE-NO-078.000
EXISTING OVERHEAD LINES EXISTING OVERHEAD LINE
EXISTING OVERHEAD LINES
PE-NO-077.000 PE-NO-072.000
AD
H AG
UF
AG
RD
PE-NO-078.000
HATCH GRAVEL RO
100
LAND USE
X
090414_DB_1013_I_MI
090414_DB_007_PEM PE-NO-069.000-HWY
3145+00
X
6 49
UN
ED M NA
D OA
/T
OH
PE-NO-077.000
090414_DB_1012_I_MI
AD RO
MATCHLINE STA. 3115+20
OH ATWS-0470
EL AV GR
PE-NO-071.000
ATWS-0472
H TC HA
ATWS-0468
3140+0 0
OH
3120+00
UF
AG
UF
AG
UF
RE
50
0
100
RD
UF
MATERIAL & COATING
AG
UF
PROPOSED 36" PIPELINE
SOILS
BkB
BkA
BkB
BkC
BtB
UhD
BkD
BkC
BkB
BkC
BkD
BkF
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
800'
800'
700'
700'
T
T
T
T
T
T T
T
T
T
T
T
T
T
600'
500'
500'
400'
400'
3115+00
3116+00
3117+00
3118+00
3119+00
3120+00
3121+00
3122+00
3123+00
3124+00
3125+00
3126+00
3127+00
3128+00
3129+00
3130+00
3131+00
3132+00
3133+00
3134+00
3135+00
3136+00
3137+00
3138+00
3139+00
3140+00
ELEVATION
T T
STA 3141+60
600'
STA 3115+20
ELEVATION
NATURAL GROUND
3141+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3115+20 TO STA. 3141+60 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-119
H
OWNERSHIP / FOOTAGE
PE-NO-076.000
PE-NO-078.000
PE-NO-080.000
PE-NO-081.000
PE-NO-082.000
31'
690'
691'
590'
674'
3141+60 BEGIN LINE CHANGE AREA
30
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
PE-NO-079.000
PE-NO-076.000
PE-NO-079.000
3140+0 0
MATCHLINE STA. 3168+36
MATCHLINE STA. 3141+60
ATWS-0 476
ATWS-1644
3165+00 3160+00
3155+00 3150+00
00 3170+
3145+00
X X
PE-NO-082.000 PE-NO-078.000
PE-NO-080.000
D UNNAME
PE-NO-081.000 PE-NO-078.000 PA-NHD-089
ROAD
HATCH GRAVEL ROAD
HATCH G R
AVEL RO AD
100
LAND USE
UF
RE
50
0
100
UF
AG
MATERIAL & COATING
PROPOSED 36" PIPELINE
SOILS
BkF
BkD
BkC
BkD
BkF
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
800'
800'
700'
700'
T
600'
500'
500'
400'
400'
3142+00
3143+00
3144+00
3145+00
3146+00
3147+00
3148+00
3149+00
3150+00
3151+00
3152+00
3153+00
3154+00
3155+00
3156+00
3157+00
3158+00
3159+00
3160+00
3161+00
3162+00
3163+00
3164+00
3165+00
3166+00
3167+00
ELEVATION
T
T
STA 3168+36
600'
STA 3141+60
ELEVATION
NATURAL GROUND
3168+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3141+60 TO STA. 3168+36 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-120
H
PE-NO-001.034
PE-NO-001.041
PE-NO-A657.000
PE-NO-A659.000
PE-NO-A660.000
1389'
823'
94'
252'
82'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
52.5
53.0
PE-NO-A657.000
PE-NO-A659.000
072415_J WETLAND C_1002_ VP 1001_I_M I
STREAM 072415_J C_
PE
-N OA6 61 .00
0
PE-NO-001.034 031516_NJ_003_PSS
031516_N WETLAND J_004_PS S
032916_BT_001_PSS
PE-NO-001.041
ATWS-16
54
WETLAN 072415_JD C
031516_NJ_002_VP
MATCHLINE STA. 2772+00
2770+00
_1001_V
ATWS-1629 2795+00
ATWS-0395
2775+00
2780+00
032916_BT_001_VP
ATWS-039
2800+00
ATWS-1652
3
2785+00
ATWS-1651 X
2790+00
UNNAME ROAD
P
ATWS-1626
ATWS-1627
ATWS-039 4
MATCHLINE STA. 2798+40
ATWS-03 91
072415_JC_1003_VP PE-NO-A659.000 PE
-N
OA6
60 .00
PE-NO-001.040
0
PE-NO-001.034 AR-052 SEE DWG: 000-03-03-036
031516_NJ_001_VP 100
50
LAND USE
UF
MATERIAL & COATING
PROPOSED 36" PIPELINE
SOILS
0
PE-NO-A660.000
100
LbD
LcD
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1000'
1000'
900'
900'
800'
700'
700'
600'
600'
2772+00
2773+00
2774+00
2775+00
2776+00
2777+00
2778+00
2779+00
2780+00
2781+00
2782+00
2783+00
2784+00
2785+00
2786+00
2787+00
2788+00
2789+00
2790+00
2791+00
2792+00
2793+00
2794+00
2795+00
2796+00
2797+00
ELEVATION
STA 2798+40
800'
STA 2772+00
ELEVATION
NATURAL GROUND
2798+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO. 000-03-08-001--- 002 000-03-09-001--- 008 000-03-03-036
TITLE TYPICAL CONSTRUCTION ROW DETAILS TYPICAL E&S DETAILS ACCESS ROAD DETAIL
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2772+00 TO STA. 2798+40 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-106
H
PE-NO-A660.000
PE-NO-A661.000
PE-NO-A662.000
PE-NO-001.002
PE-NO-A653.000
PE-NO-001.002
68'
482'
253'
1127'
760'
220'
2799+09 BEGIN LINE CHANGE AREA
OWNERSHIP / FOOTAGE
STATIONING
28
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
0 28
00 5+
PE-NO-001.002
PE-NO-A661.000 M
_P
SS
1 00
051315_JC_1001_P_MI
PA-NHD-080
+0 00
0
28
0404
ATWS
_ BT
_ 16
29
6 62
03
W AT
1 S-
03
PE
MATCHLINE STA. 2824+80
NO
PE
0 +0
5 A6
1.0
10
0
0 9.0
M.P.
-NO
-00
28
MATCHLINE STA. 2798+40
P HI NS IP W SH TO WN RE TO O O IGH H LE
PE
-NO
-00
1.0
02
ATW
S-0
405
00 2825+
M.P.
AT
WS -04
-0402 ATWS
00
2820+
ATWS-039
9
16 SW T
27
95
_0
ATWS
-1650
PF
AT
WS -03 98
2 03
27
403
00
PE-NO-A660.000
T
B 6_ 91
0 +0
-0 ATWS
WE 05 TLA 13 15 ND _JC _1 00 2_
2815 +
P
_V 01
A
06
-0401 ATWS
2815+00
PE-NO-A662.000 50
0
100
ATWS-040
PA-NHD-080
LAND USE
UF
MATERIAL & COATING
PROPOSED 36" PIPELINE
LcD
-NO
LbB
1.0
04
S-SUR-081
PE-NO-A652.000
BvB
-00
PE-NO-A653.000
0
SOILS
PE
S-SUR-082 100
O
LbB
BvB
LbB
BvB
AoB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1000'
1000'
900'
900'
800'
700'
700'
600'
600'
2799+00
2800+00
2801+00
2802+00
2803+00
2804+00
2805+00
2806+00
2807+00
2808+00
2809+00
2810+00
2811+00
2812+00
2813+00
2814+00
2815+00
2813+00
2814+00
2815+00
2816+00
2817+00
2818+00
2819+00
2820+00
2821+00
2822+00
2823+00
ELEVATION
STA 2824+80
800'
STA 2798+40
ELEVATION
NATURAL GROUND
2824+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2798+40 TO STA. 2824+80 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-107
H
OWNERSHIP / FOOTAGE
PE-NO-001.002
PE-NO-001.004
PE-NO-001.004
PE-NO-001.004
276'
384'
1538'
442'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA X
OH
53.5
EXISTING OVERHEAD LINE
54.0
PE-NO-001.003 PE-NO-001.008
X
PE-NO-001.004
PE-NO-001.007 X
OH
.008
-001
X
PE-NO-001.002
O PE-N
.009
-001
O PE-N
UN
2830+00
PE-NO-001.004
MATCHLINE STA. 2851+20
X
MATCHLINE STA. 2824+80
X ATWS-0408
X
X X
05
RO
AD
ATWS-0407
OH
MI
P_ 1_ 00 1 _ _JC 15 13
X
NA ME
05 ATWS-04
2835+00
ATWS-0406
2840+00 2845+00
25
00
+
28
2850+00
WETLAND 051315_JC_1002_PFO
4 40
ATWS-0408
2855+00
0 S-
W AT
PE-NO-001.004 X
0
65
W AT
1 S-
X
MO O LEH RE TO W IGH TO NSHIP WN SH IP
PE-NO-001.006
100
00
50
0
DELPS
0
S-
W AT
ROAD
PE-NO-001.042
3 40
100
+ 20
28
LAND USE
UF
AG
UF
AG
UF
MATERIAL & COATING
AG
UF
AG
PROPOSED 36" PIPELINE
SOILS
AoB
BvB
BuB
CpB
AnA
AfB
AfA
AfB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II
CLASS III
0.60
0.50 1480 PSIG
900'
900'
800'
800'
T
T
T
T
T
T
T
T
T
T
700'
600'
600'
500'
500'
2825+00
2826+00
2827+00
2828+00
2829+00
2830+00
2831+00
2832+00
2833+00
2834+00
2835+00
2836+00
2837+00
2838+00
2839+00
2840+00
2841+00
2842+00
2843+00
2844+00
2845+00
2846+00
2847+00
2848+00
2849+00
2850+00
ELEVATION
T
STA 2851+20
700'
STA 2824+80
ELEVATION
NATURAL GROUND
2851+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO. 000-03-08-001--- 002 000-03-09-001--- 008 000-03-03-037
TITLE TYPICAL CONSTRUCTION ROW DETAILS TYPICAL E&S DETAILS ACCESS ROAD DETAIL
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2824+80 TO STA. 2851+20 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-108
H
OWNERSHIP / FOOTAGE
PE-NO-001.004
PE-NO-001.011
PE-NO-001.011
PE-NO-001.011
370'
1754'
474'
42'
STATIONING
M.P. X
54.0
54.5
PE-NO-001.008
-001 .004
OH
PE-N O
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
X
PE-NO-001.009 PE-NO-001.011
X
X
X
X
OH
X
X
0+0
2880+0
0 415 ATWS-0
X
X
PA-NHD-084
0
X
639
ATWS-1
X
X
X
X
X
NWI-012
X
MATCHLINE STA. 2851+20
0 2875+0
X
X
X
X
S-0 408
OH
ATW
X
X 414
0
X
X
X
UN
NA
2865+0
ATW
S-0 4
X
D
ATWS-0
ME
X
X
OH
412
ATWS-0
X
+00
RO AD
0 2870+0
285 5
X
MATCHLINE STA. 2877+60
285
OH
PE-NO-001.010
10
413
ATWS-0
PE-NO-001.011
UTILITY EASEMENT 0
OH
X
X
X
X
DE L
X
PS
RO A
D
X
OH
X
2860+0
X
X X
100
50
0
100
X X
LAND USE
AG
UF
RD
UF
AG
UF
AG
UF
MATERIAL & COATING
AG
UF
AG
UF
RD
AG
PROPOSED 36" PIPELINE
SOILS
CpA
AfB
CpA
AfB
BuB
AnA
AoB
AnA
CrB
WkD
BkC
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS III
CLASS II
0.50
0.60
800'
800'
700'
T
NATURAL GROUND
T
T
T
T
T
T
T
T
T
T
T
T
T
700'
600'
600'
500'
500'
2851+00
2852+00
2853+00
2854+00
2855+00
2856+00
2857+00
2858+00
2859+00
2860+00
2861+00
2862+00
2863+00
2864+00
2865+00
2866+00
2867+00
2868+00
2869+00
2870+00
2871+00
2872+00
2873+00
2874+00
2875+00
2876+00
ELEVATION
900'
STA 2877+60
900'
STA 2851+20
ELEVATION
1480 PSIG
2877+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2851+20 TO STA. 2877+60 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-109
H
OWNERSHIP / FOOTAGE
PE-NO-001.011
PE-NO-001.014
PE-NO-001.014-HWY
PE-NO-001.016
PE-NO-001.016-MR
PE-NO-001.018
PE-NO-001.021
1142'
192'
27'
336'
50'
235'
658'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
54.5
55.0
N M K IN
PE-N
RO
O-A6
85.00
0
AD
X
639
X
PE-NO-A683.000
X
PE-NO-001.014
ELECTRIC FENCE
X
PE-NO-001.014-HWY X
X ATW
X
S-0 415
84.00
0
PE-NO-001.011 X
X
X OH
X
X X
MATCHLINE STA. 2877+60
+00
X
X
PE-NO-001.017
X
AT W
PE-NO-001.019
PE-NO-001.016-MR
OH
S-0 4
17
OH
ATW
X X
0
5+0
288
0+0
X
0
X
H
X
AD
O
X
-00
D ME
RO
OH
-N O
NA
UN
1
2905+00
OH
288
PE
X
X
X
X
289 0
416 S-0 X
X
EXISTING OVERHEAD LINES
OH
X X
X X
X
X X
1.0 1
O-A6
X
X
287 5X +00 X
PE-N
PE-NO-001.015
MATCHLINE STA. 2904+00
ATW S-1
289
5+0 0
PE-NO-001.013
E4
PE-NO-001.021
AP PL EB UT T
ST AT ER
AD
OU T
H
O
RO
ER RO A
014
ED M
D
NA
UN WOOD FENCE
0
0+0
290
PE-NO-001.016
PE-NO-001.012
PE-NO-001.011
100
50
0
100
PE-NO-001.020
PE-NO-001.018
LAND USE
AG
RD
AG
UF
AG
MATERIAL & COATING
RD
RE
RD
UF
RE
UF
PROPOSED 36" PIPELINE
SOILS
BkC
BkB
UusB
AfB
BkD
BkB
WkD
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60
1000'
900'
900'
STA 2904+00
800'
T T NATURAL GROUND
T
T T
T
T
T
T T
T
800'
700'
700'
600'
600'
2878+00
2879+00
2880+00
2881+00
2882+00
2883+00
2884+00
2885+00
2886+00
2887+00
2888+00
2889+00
2890+00
2891+00
2892+00
2893+00
2894+00
2895+00
2896+00
2897+00
2898+00
2899+00
2900+00
2901+00
2902+00
2903+00
ELEVATION
1000'
STA 2877+60
ELEVATION
1480 PSIG
2904+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2877+60 TO STA. 2904+00 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-110
H
OWNERSHIP / FOOTAGE
PE-NO-001.021
PE-NO-001.024
PE-NO-001.025
PE-NO-001.024
PE-NO-001.024-MR
PE-NO-A496.000
PE-NO-A496.000-MR
PE-NO-001.026
448'
976'
26'
196'
43'
839'
53'
57'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
55.0
PE-NO-A685.000
55.5
EXISTING OVERHEAD LINE
PE-NO-A679.000 PE-NO-001.025
PE-NO-A496.000
OH
OH
D
OA
R EY
GL
BIE
2915+00
PE-N
-04
22
PE-NO-A684.000
MATCHLINE STA. 2930+38
0 83.00 O-A6
WS
OH
2925+00
0425
ATWS
ATW
S-0
0 0+0 291
425
OH
MATCHLINE STA. 2904+00
AT
00 2920+
4 S-042
ATW
2905+00
-042 ATWS
AT W
3
S-0 426
AT
WS
PE-NO-001.024-MR
D
OA
LA
ST IN
G
O
VE
R H
ATW
EA D
S-0
428
00
PE-NO-A496.000-MR
R SE
EX I
293 0+
OH
019
OH
OH
OH
1. O-00 PE-N
OH
LI N
E
-04
27
OH
OH
G
UN NA
PE-NO-001.026
M ED
OH
RO
AD
293
5+0
0
OH
PE-NO-001.024 21
0 +0 00 9 2
1.0 O-00 PE-N
100
LAND USE
UF
UF
RE
50
0
100
AG
RD
MATERIAL & COATING
AG
RD
AG
PROPOSED 36" PIPELINE
SOILS
WkD
BkB
BkA
BkB
BkC
BkB
BkC
AfB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1000'
1000'
NATURAL GROUND
T
T
T T T
800'
700'
700'
600'
600'
2904+00
2905+00
2906+00
2907+00
2908+00
2909+00
2910+00
2911+00
2912+00
2913+00
2914+00
2915+00
2916+00
2917+00
2918+00
2919+00
2920+00
2921+00
2922+00
2923+00
2924+00
2925+00
2926+00
2927+00
2928+00
2929+00
ELEVATION
T
STA 2930+38
800'
900'
T STA 2904+00
ELEVATION
900'
2930+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST
FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2904+00 TO STA. 2930+38 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-111
H
OWNERSHIP / FOOTAGE
PE-NO-001.026
PE-NO-001.027
PE-NO-001.028
PE-NO-001.027
PE-NO-001.030
PE-NO-001.031
PE-NO-001.031-HWY
PE-NO-A048.000
746'
523'
341'
313'
269'
254'
39'
155'
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
55.5 PE-NO-001.028
HO CH
SHORT ROAD
STATIONING
RO
AD
PE-NO-A733.000 PE-NO-001.028
M.P.
56.0
PA-NHD-086 102815_WA_1001_E_MI 102815_WA_1001_E_MI
AR-054 SEE DWG: 000-03-03-038
RO
2950+00
MOU
ATWS-1755
MATCHLINE STA. 2956+78
OH
ATWS-1649
2955
+00
OH
425
S-0
2945+00
ATWS-1648
428
OH
ATW
+00
S-0
ATW
ME
D PE
2935
UN
OH MATCHLINE STA. 2930+38
NO
ATWS-0431
2940+00
NA
0
OH
4 -A
00
OPE-N
NTAIN VIEW DRIV E / ST ATE R OH TE
PA-NHD-087 ATWS-0429
. 96
.00 A048
946
ATWS-1756
EXISTING OVERHEAD LINE
0
AD
OH
PE-NO-001.030
0
0+0 293
051215_JC_1001_D_MI
051215_JC_1003_D_MI
OH
PROPOSED SEE DWG: 029-03-00-001
PE-NO-001.031
-A
NO
PE
49
OH
ROA D
6
.0
6
EXISTING OVERHEAD LINES
051215_JC_1002_P_IN
. 01
NO
PE-NO-001.031-HWY
AD
O
R LEY IEG
PE
NWI-013
B PE-NO-001.026
GLA SE
R M
00
-0
35
051215_JC_1002_P_IN
PE-NO-001.033 02
S-04
ATW
+00
OH
051215_JC_1001_D_MI
UNNAMED ROAD
426
2960
081815_MK_042_PEM
AT
S-0
ATW
4
OH
PE-NO-001.027
7
-042 WS
3 S-04
ATW
OAD
EY R
L BIEG
100
50
0
EAM STR D-086 H N PA
.032
100
001 -NO-
PE PA-NHD-085
LAND USE
AG
UF
AG
MATERIAL & COATING
UF
RD
UF
PROPOSED 36" PIPELINE
SOILS
AfB
CpB
BkB
CpB
BkC
BkB
AfB
BkF
CpB
CrB
BtA
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
900'
800'
T
T
NATURAL GROUND
T
T
T
700'
600'
600'
500'
500'
2931+00
2932+00
2933+00
2934+00
2935+00
2936+00
2937+00
2938+00
2939+00
2940+00
2941+00
2942+00
2943+00
2944+00
2945+00
2946+00
2947+00
2948+00
2949+00
2950+00
2951+00
2952+00
2953+00
2954+00
2955+00
2956+00
ELEVATION
T
STA 2956+78
700'
T
STA 2930+38
ELEVATION
800'
900'
2957+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO. 000-03-08-001--- 002 000-03-09-001--- 008 000-03-03-038
TITLE TYPICAL CONSTRUCTION ROW DETAILS TYPICAL E&S DETAILS ACCESS ROAD DETAIL
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2930+38 TO STA. 2956+78 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-112
H
OWNERSHIP / FOOTAGE
PE-NO-A048.000
PE-NO-043.000
PE-NO-A498.000
690'
157'
1793'
STATIONING
M.P. WG:
000-
56.0
AR 03-0 -054 3-03 8
AD
56.5
PE-NO-043.000
RT
RO
AM NN
DR I O H VE /
OH
U
ST AT E
ED
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
E9 46
SEE D
PE-NO-A498.000
OH
15_M
K_04
0512
2_PE
M
15_J
C_10 0
OH
3_D_
MI
PRO DWG POSED : 029 -03-0 0-0
01
PE-N O-
OH
0818
SEE
MATCHLINE STA. 2956+78
55 +0 0
001.
031
ATWS-0437
ATWS-0436
ATWS-0434
2980+00
2975+00
2970+00
2965+00
2960+00
MATCHLINE STA. 2983+18
OH
29
MO UN
TA IN
V IE W
PE-NO-A048.000
ATWS-0435
2985+00
EXIS T OVE ING RHE AD L INES
PE-N O-00
1.03
1-HW
Y
NWI
-013
PE-NO-001.032
STREAM PA-NHD-086 PE-NO-043.001 100
LAND USE
UF
UF
AG
50
0
100
UF
AG
MATERIAL & COATING
AG
PROPOSED 36" PIPELINE
SOILS
BtA
BkD
BkF
BkD
BkC
BkB
BkC
WkD
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
900'
900' NATURAL GROUND
800'
T
T
800'
T
T
T
STA 2983+18
700'
T
STA 2956+78
ELEVATION
T
700'
600'
600'
500'
500'
2957+00
2958+00
2959+00
2960+00
2961+00
2962+00
2963+00
2964+00
2965+00
2966+00
2967+00
2968+00
2969+00
2970+00
2971+00
2972+00
2973+00
2974+00
2975+00
2976+00
2977+00
2978+00
2979+00
2980+00
2981+00
2982+00
ELEVATION
T T
2983+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST
FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2956+78 TO STA. 2983+18 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-113
H
OWNERSHIP / FOOTAGE
PE-NO-A498.000
PE-NO-A498.000-MR
PE-NO-043.002
PE-NO-A050.000
PE-NO-A051.000
PE-NO-043.003
711'
45'
338'
273'
607'
666'
STATIONING
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
57.0
SO UTH
PE-NO-A498.000
NG D LINE TILI STI U EXI RHEA TRIC E LEC V O LE (PP P.) R CO
NG D LINE STI EXI RHEA E OV
OH
OA KR OA D
D ER ROA E WALK
56.5
OH
M.P.
OH
00
3010+
2990+0
0
ATWS-0
442
-0443
3005+
438 ATWS-0
2995+0
0
439 ATWS-0 441
PE-NO-A498.000-MR
00
ATWS ATWS
0446
OH
ATWS
-0447
OH
-0444
ATWS
440
MATCHLINE STA. 3009+58
ATWS-0
OH
437
2985+00
ATWS-0
OH
-0445
ATWS
PE-NO-A051.000
OH
2980+00
ATWS-0
PA-NHD-004
OH
ATWS-0437
0448
OH
MATCHLINE STA. 2983+18
OH
ATWS
00
3000+
OH
OH
EXISTING OVERHEAD LINE PA-NHD-088
PE-NO-043.002 PE-NO-043.003
100
LAND USE
AG
UF
RD
UF
OL/ROW
50
0
100
OH
PE-NO-043.001
UF
MATERIAL & COATING
AG
UF
AG
PROPOSED 36" PIPELINE
SOILS
BkB
CpB
WkD
BtB
BkF
BkD
BkC
BkB
BkA
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1000'
1000'
900'
900'
T
T 800'
ELEVATION
T
T T
T
STA 3009+58
800'
STA 2983+18
ELEVATION
NATURAL GROUND
T
T
T T T
700'
700'
T
600'
600'
2984+00
2985+00
2986+00
2987+00
2988+00
2989+00
2990+00
2991+00
2992+00
2993+00
2994+00
2995+00
2996+00
2997+00
2998+00
2999+00
3000+00
3001+00
3002+00
3003+00
3004+00
3005+00
3006+00
3007+00
3008+00
3009+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2983+18 TO STA. 3009+58 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-114
H
OWNERSHIP / FOOTAGE
PE-NO-043.003
PE-NO-051.000
PE-NO-043.003
1369'
214'
1057'
STATIONING
M.P. OH
57.0
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
57.5
PE-NO-051.000
PE-NO-043.003
EXISTING OVERHEAD LINE (PPL ELECTRIC UTILITY CORP.)
OH
E WA
EXISTING OVERHEAD LINE
OH
L KER
ROA
D
UTILITY EASEMENT
PE
-N O-
04
ATWS-0
444
OH 3010+0
ATWS-0448
OH
0
3035+00 3030+00 3025+00 3020+00
446
ATWS-0
447
3015+0
OH
ATWS-0
0
MATCHLINE STA. 3035+98
MATCHLINE STA. 3009+58
ATWS-0449
448
AT W
S0
44
9
AT
W
OH
ATWS-0
OH
445
03
PE-NO-051.000
OH
ATWS-0
3.0
S-
04
50
OH
30
40
OH
+0
OH
PE-NO-043.003
E
OH
IV
PENO -04 3
EW
.00
EY
DR
VI
LL
3
VA
PE
PE-NO-043.003
OH
-N
O-
05 4.0
00
100
LAND USE
AG
UF
RD
UF
AG
UF
50
0
100
AG
UF
MATERIAL & COATING
AG
UF
AG
PROPOSED 36" PIPELINE
SOILS
BkB
BkB
BfB
BfB
BkB
BkB
BfB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1100'
1100'
1000'
1000'
NATURAL GROUND
T
T
T
T
T
T
T
T
T
900'
800'
800'
700'
700'
3010+00
3011+00
3012+00
3013+00
3014+00
3015+00
3016+00
3017+00
3018+00
3019+00
3020+00
3021+00
3022+00
3023+00
3024+00
3025+00
3026+00
3027+00
3028+00
3029+00
3030+00
3031+00
3032+00
3033+00
3034+00
3035+00
ELEVATION
STA 3035+98
900'
STA 3009+58
ELEVATION
T
3036+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3009+58 TO STA. 3035+98 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-115
H
0
PE-NO-043.003
PE-NO-053.000
PE-NO-055.000
PE-NO-057.000
PE-NO-058.000
W BEERSVILLE ROAD D/W T559
348'
139'
136'
174'
851'
19'
3037+17 BEGIN LINE CHANGE AREA
OWNERSHIP / FOOTAGE
NORTHAMPTON COUNTY, PENNSYLVANIA
PE-NO-059.000 PE-NO-060.000
PE-NO-057.000
EXISTING OVERHEAD LINES
M.P.
0-MR
SCHANER BLOTZ DRIVE
PE-NO-056.000
M.P.
PE-NO-061.000
0 00 2. 6 0
-
O
N E-
P OH
PE-NO-043.003
OH
M.P.
60.00 PE-NO-0
STATIONING
29
OH
PE-NO-058.000
0
+0
5 05
PE-NO-055.000
3
PE-NO-053.000
3045+0
3050+0 0
1 S-
73
6
LLE
YV
W AT
A
WB
EE
RS
VIL LE R OH
IEW DR IVE
0
MATCHLINE STA. 3052+65
A
2
OH
MATCHLINE STA. 3035+98
4
0 S-
TW
67
1 STW
OH
-0450
53
OH
-0453
OH
ATWS
OH
OH
35
30
X
OH
W AT
0 +0
ATWS
6
A
3040+ 00
OH
49 04 S-
5 04 STW
OH
OH
ATWS -0449
OA D
DR
OA
OH
D OH
VA
PE-NO-054.000
-
NO
PE
NA
ME P
0 00
UN
PE-NO-058.000 0 +0 30 0 3
8. 05
03 3.0 04 O E-N
EXISTING OVERHEAD LINE 100
LAND USE
AG
RD
50
0
100
PE-NO-A069.000
UF
AG
MATERIAL & COATING
RD
AG
PROPOSED 36" PIPELINE
SOILS
BkB
BkC
WkB
BkB
BkD
WkD
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
1100'
1100'
1000'
1000' NATURAL GROUND
T T
T T
T T T
T
900'
T
800'
800'
700'
700'
3036+00
3037+00
3038+00
3039+00
3040+00
3041+00
3042+00
3043+00
3044+00
3045+00
3046+00
3047+00
3048+00
3049+00
3050+00
ELEVATION
STA 3052+65
STA 3035+98
ELEVATION
T 900'
3051+00
3052+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3035+98 TO STA. 3052+65 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-116
H
OWNERSHIP / FOOTAGE
W BEERSVILLE ROAD D/W T559
PE-NO-062.000
PE-NO-063.000
26'
1217'
384'
29
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA O
-N O0
60
.00
0-
MR
H
O
PE-NO-063.000
PE
H
UTILITY EASEMENT O H
ATWS-0456
ATWS-1673
ATWS-1672
3070+00
PE
-N
O-
06 4
.00 0
ATWS-1671
ATWS-1670
O
0
ATWS-0460
MATCHLINE STA. 3068+92
.0 0
0
3065+00
OH
06 9
OH
MATCHLINE STA. 3052+65
-A
3060+00
H
O
58 .0 0
3055+00 O
PE -N
-N O -0
ATWS-1676
ATWS-0456
H
00
PE
O
+ 50
30
ATWS-0453
H
OH WB EE
PE
RS
-N
O-
OH
A RO LE VIL OH
O VE RH EX EA IS D TIN LI G NE
D OA DR OH E M NA UN
06
3.0
00
-M
R
30 75
D
+0 0
H
O
PE-NO-062.000
AT
W
S-
04
60
100
50
0
100
PE-NO-058.000
LAND USE
AG
UF
MATERIAL & COATING
AG
PROPOSED 36" PIPELINE
SOILS
CpB
BkB
CpB
BkB
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60
1000'
1000'
900'
900'
NATURAL GROUND
T
T
T
T
T
T
T
T
T
800'
700'
700'
600'
600'
3053+00
3054+00
3055+00
3056+00
3057+00
3058+00
3059+00
3060+00
3061+00
3062+00
3063+00
3064+00
3065+00
3066+00
3067+00
ELEVATION
T
STA 3068+92
800'
STA 3052+65
ELEVATION
1480 PSIG
3068+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3052+65 TO STA.3068+92 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-116.1
H
OWNERSHIP / FOOTAGE
PE-NO-063.000
PE-NO-063.000-MR
PE-NO-064.000
118'
49'
2126'
29
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA PA-NHD-089
PE-NO-064.000
00
0 SW T A
PE-NO-064.0
0 46
ATWS-04
60
3075+00
16 SW AT
76
70 16
00 0+ 7 30
SW T A
W AT
7 16
3080+00
S-
ATWS-0462 ATWS-0460
MATCHLINE STA. 3088+80
6
ATWS-0464
0
MATCHLINE STA. 3068+92
0 O-N E P
0 3.0
3085+00
1 PE-NO-063.000-MR
ATWS-0461
3090+00
ATWS-0463
M.P. 00 PE-NO-067.0 00 5+ 6 30
04 SW AT
PA-NHD-089
PE-NO-064.000
56
PE-NO-065.000 PA-NHD-090 100
50
0
100
PE-NO-066.000
PA-NHD-090
LAND USE
AG
UF
RD
AG
MATERIAL & COATING
UF
WB/OW
UF
WB/OW
UF
PROPOSED 36" PIPELINE
SOILS
CpB
BkB
BkB
BfB
CpB
BkC
CpB
BtA
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
900'
900'
800'
800'
T
T
T
T
T
T T
T
700'
600'
600'
500'
500'
3069+00
3070+00
3071+00
3072+00
3073+00
3074+00
3075+00
3076+00
3077+00
3078+00
3079+00
3080+00
3081+00
3082+00
3083+00
3084+00
3085+00
3086+00
3087+00
3088+00
3086+00
3087+00
ELEVATION
T
STA 3068+92
ELEVATION
700'
T
STA 3088+80
NATURAL GROUND
T T
3088+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3068+92 TO STA. 3088+80 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-117
H
OWNERSHIP / FOOTAGE
PE-NO-064.000
PE-NO-067.000
PE-NO-068.000
PE-NO-069.000
PE-NO-069.000-HWY
PE-NO-071.000
214'
963'
181'
651'
49'
582'
STATIONING
M.P.
58.5
PA-NHD-089
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
59.0 PE-NO-070.000
PE-NO-067.000
PE-NO-071.000 090314_DB_1011_E_MI 090314_DB_1011_E_MI
3095+00
SE
3100+0
D
R
IV
H
ATWS-0463 ATWS
E
00
O
0
1 31
-0464
ATWS-0468 04 SW T A
H O
3105+0 0
0+
66
H
40 0 SR H
3115+00
O
O U
ATWS-0470 H
G R
3090+00
ATWS-0471
O
ATWS-0464
MATCHLINE STA. 3115+20
MATCHLINE STA. 3088+80
ATWS-0462
H O
ATWS-0461
ATWS-0469
O
ATWS-0467
PE-NO-068.000
ATWS-0460
PE-NO-071.000-HWY
6
PE-NO-064.000
PE-NO-071.000
O H
O
H
090314_DB_1011_E_MI
465
PE-NO-069.000-HWY
O
W AT
H
O
S-0
PE-NO-067.000
H
PA-NHD-089
EXISTING OVERHEAD LINE
EXISTING OVERHEAD LINES
O
PE-NO-069.000
H
H
PE-NO-072.000
LAND USE
UF
50
0
AG
100
RE
MATERIAL & COATING
O
100
PA-NHD-090
AG
RD
AG
PROPOSED 36" PIPELINE
SOILS
CpB
BkB
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
900'
900'
800'
800'
NATURAL GROUND
T
ELEVATION
STA 3088+80
T
T
700'
T
T
ELEVATION
T
STA 3115+20
T 700'
600'
600'
500'
500'
3089+00
3090+00
3091+00
3092+00
3093+00
3094+00
3095+00
3096+00
3097+00
3098+00
3099+00
3100+00
3101+00
3102+00
3103+00
3104+00
3105+00
3106+00
3107+00
3108+00
3109+00
3110+00
3111+00
3112+00
3113+00
3114+00
3115+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST FERC ISSUED FOR DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3088+80 TO STA. 3115+20 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-118
H
OWNERSHIP / FOOTAGE
PE-NO-071.000
PE-NO-071.000-HWY
PE-NO-072.000
PE-NO-074.000
PE-NO-074.000-MR
PE-NO-076.000
PE-NO-077.000
PE-NO-076.000
PE-NO-077.000
PE-NO-076.000
168'
66'
268'
505'
46'
57'
275'
73'
193'
989'
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
59.0 PE-NO-070.000
PE-NO-079.000 PE-NO-074.000-MR PE-NO-071.000
PE-NO-076.000
PE-NO-074.000
090314_DB_1011_E_MI
PE-NO-076.000
090414_DB_008_PEM
090314_DB_1011_E_MI
PE-NO-071.000-HWY
ATWS-0476
PE-NO-073.000
ATWS-0473
OH
ATWS-0471
3130+00
ATWS-0 476
3135+0
0
MATCHLINE STA. 3141+60
SR
40
ATWS-0469
ATWS-0467
OH
06
ATWS-0471
3125+00
ATWS-0475
H O
3115+00
OH
OH
X
090314_DB_1011_E_MI
OH
ED M A N UN
RO
ATWS-0474
AD
OH
OH
R
090414_DB_1013_I_MI
090314_DB_1011_E_MI
D ED ROA UNNAM
PE-NO-078.000
EXISTING OVERHEAD LINES EXISTING OVERHEAD LINE
EXISTING OVERHEAD LINES
PE-NO-077.000 PE-NO-072.000
AD
H AG
UF
AG
RD
PE-NO-078.000
HATCH GRAVEL RO
100
LAND USE
X
090414_DB_1013_I_MI
090414_DB_007_PEM PE-NO-069.000-HWY
3145+00
X
6 49
UN
ED M NA
D OA
/T
OH
PE-NO-077.000
090414_DB_1012_I_MI
AD RO
MATCHLINE STA. 3115+20
OH ATWS-0470
EL AV GR
PE-NO-071.000
ATWS-0472
H TC HA
ATWS-0468
3140+0 0
OH
3120+00
UF
AG
UF
AG
UF
RE
50
0
100
RD
UF
MATERIAL & COATING
AG
UF
PROPOSED 36" PIPELINE
SOILS
BkB
BkA
BkB
BkC
BtB
UhD
BkD
BkC
BkB
BkC
BkD
BkF
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
800'
800'
700'
700'
T
T
T
T
T
T T
T
T
T
T
T
T
T
600'
500'
500'
400'
400'
3115+00
3116+00
3117+00
3118+00
3119+00
3120+00
3121+00
3122+00
3123+00
3124+00
3125+00
3126+00
3127+00
3128+00
3129+00
3130+00
3131+00
3132+00
3133+00
3134+00
3135+00
3136+00
3137+00
3138+00
3139+00
3140+00
ELEVATION
T T
STA 3141+60
600'
STA 3115+20
ELEVATION
NATURAL GROUND
3141+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3115+20 TO STA. 3141+60 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-119
H
OWNERSHIP / FOOTAGE
PE-NO-076.000
PE-NO-078.000
PE-NO-080.000
PE-NO-081.000
PE-NO-082.000
31'
690'
691'
590'
674'
3141+60 BEGIN LINE CHANGE AREA
30
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
PE-NO-079.000
PE-NO-076.000
PE-NO-079.000
3140+0 0
MATCHLINE STA. 3168+36
MATCHLINE STA. 3141+60
ATWS-0 476
ATWS-1644
3165+00 3160+00
3155+00 3150+00
00 3170+
3145+00
X X
PE-NO-082.000 PE-NO-078.000
PE-NO-080.000
D UNNAME
PE-NO-081.000 PE-NO-078.000 PA-NHD-089
ROAD
HATCH GRAVEL ROAD
HATCH G R
AVEL RO AD
100
LAND USE
UF
RE
50
0
100
UF
AG
MATERIAL & COATING
PROPOSED 36" PIPELINE
SOILS
BkF
BkD
BkC
BkD
BkF
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.60 1480 PSIG
800'
800'
700'
700'
T
600'
500'
500'
400'
400'
3142+00
3143+00
3144+00
3145+00
3146+00
3147+00
3148+00
3149+00
3150+00
3151+00
3152+00
3153+00
3154+00
3155+00
3156+00
3157+00
3158+00
3159+00
3160+00
3161+00
3162+00
3163+00
3164+00
3165+00
3166+00
3167+00
ELEVATION
T
T
STA 3168+36
600'
STA 3141+60
ELEVATION
NATURAL GROUND
3168+00
STATIONING SOILS
LAND USE
MATERIAL TAG
QUANTITY
DESCRIPTION PROPOSED 36" PIPELINE
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-08-001--- 002
TYPICAL CONSTRUCTION ROW DETAILS
000-03-09-001--- 008
TYPICAL E&S DETAILS
REVISIONS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
DP (MM)
9/16/2016
NO.
REVISIONS
DATE
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
AJD (MM)
9/16/2016
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
E
ISSUED FOR BID
10/23/2015
HMM
HMM
HMM
MDN (MM)
F
SUPPLEMENTAL FERC FILING
03/18/2016
HMM
HMM
HMM
9/16/2016
P.M. APPROVAL
DATE
MAW (MM)
9/16/2016
H
FERC DATA REQUEST ISSUED FOR FERC DEIS
05/16/2016 09/16/2016
HMM DP (MM)
HMM AJD (MM)
HMM MDN (MM)
SCALE PLAN:
1" = 100'
SCALE PROFILE H: 1" = 100'
C
G
PENNEAST PIPELINE PROJECT
PREPARED FOR
APPROVALS
SCALE PROFILE V: 1" = 100'
CLIENT APPROVAL
DATE
ALIGNMENT SHEET PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3141+60 TO STA. 3168+36 SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-120
H
