northampton county, pennsylvania
147'
76'
3722+40
1152'
PE-NO-206.000
3716+45
3714+22
279'
PE-NO-205.000
595'
M.P.
+4 5 37 16
37 15 37 +6 15 9 +8 9
C
ED
37 14 37 +6 14 2 37 +8 14 3 37 +9 15 0 +2 0
37 14
+2 2
PR
O
PE
R TY
LI G N E E EN O F T R ED E O G RL A C E O INE D EN F TE R OF R O A HO LI D P N E E PR R O D O F ST C PE EN R R EA TE TY M R LIN LI SN E SU E O R PR -1 F 00 R O A PE IL R R O TY AD LI N E
E 37 01 37 +0 01 0 +1 ED 3 G C EO EN F TE R R OA LI D N E 37 O 02 F +0 FR 4 EE ED M AN G E SB O 37 F U R 02 R G O +7 A AV D 0 E PR O PE R TY LI N E
LI N R TY PE O PR +9 1
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
70.5 W AT 2 40' 90'
EXISTING GAS LINE UGI UTILITIES
3720+00
3715+00
3710+00
3705+00
3700+00
ATWS-0574
HOP
60'
PROPOSED 36" PENNEAST PIPELINE
ER
102'
ATWS-0575
1602 20'
37
25
AT W PE-NO-205.000
+0
0
05 74
'
'
PLACE BIRKLAND
S-
50
ACE
10
AND PL
10'
OAD
BIRK L
22
5'
MATCHLINE STA. 3696+00
90'
3695+00
ATWS-0573
'
Y
FREEMANSBURG AVE
57
0 S-
SOUTHM ONT WA
D RO AD
PROPOSED ST LUKES (LOWE'S) HDD EXIT POINT
S-SUR-100 PROPOSED ST LUKE'S (LOWE'S) HDD ENTRY POINT
167'
AR-071
MATCHLINE STA. 3722+40
UNN AME
70.0
40
STATIONING
36 99
36 96 36 +9 97 8 36 +1 ED G 97 9 36 +2 CE E O 3 N F 97 +3 C TE RO 4 E N RL A ED TE INE D G RL O E IN F O E S F O O R F UT O F A D O HM R EI ON G T N D WA IS Y TR IB U TI
O
N
PI PE
LI N
E
391'
PE-NO-204.000
3702+70
3699+91
PE-NO-196.000
3696+00
OWNERSHIP / FOOTAGE
HOPE RD
3715+69
FREEMANSBURG AVE
25 '
010615_JC_1000_D_MI
R
AM
P
LAND USE
CI
RD
AG
PA-NHD-101
F
UF
AG
UF
RD
UF
RD
UF
AG 14
MATERIAL & COATING
SOILS
UkaB
2485'
155'
5
1
UbB
UudD
ClA
WaB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS III
CLASS II
CLASS I
0.5
0.6
0.72 1480 PSIG
600' T
500' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3722+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3696+00
WATERBAR SPACING
NATURAL GROUND
400'
300'
200'
3697+00 SOILS
3698+00
LAND USE
3699+00
3700+00
3701+00
3702+00
3703+00
MATERIAL
3704+00
3705+00
3706+00
3707+00
3708+00
3709+00
REFERENCE DRAWINGS
3710+00
3711+00
3712+00
3713+00
3714+00
REVISIONS
3715+00
3716+00
3717+00
3718+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
2485'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
1
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
1914'
5 14
DESCRIPTION
DWG. NO.
TITLE
000-03-02-064
RESIDENTIAL SITE SPECIFIC
000-03-07-004
HDD EXHIBIT PLAN AND PROFILE
000-03-04-005
PIPE YARD DETAIL
000-03-03-049
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3720+00
3721+00
3722+00
100'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3696+00 TO STA. 3722+40
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3719+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1'' = 100'
000-03-01-141
D
115'
26'
309'
3748+80
147'
PE-NO-211.000
3745+71
274'
PE-NO-210.000
3744+30
489'
PE-NO-208.000
3742+83
1280'
PE-NO-207.000
3740+09
3735+20
PE-NO-206.000
3722+40
OWNERSHIP / FOOTAGE
N/F PA-NHD-005
3745+45
STATE RTE 33
05
5 04 00 -1 DD H H H -N N A-N A P PA P Y M DY D A O O E B R RB R T E E S AT F AT O W W E IT T N XI LI EX /E R / R TE ER TE N T E EN C EN 2 3 09 4 7 + + + 45 45 46 37 37 37 -0
37 37 37 +5 37 3 +8 ED 6 G C EO EN F TE R 37 R OA 38 LI D N 37 +3 E 38 1 O F E + 37 4 D ST G 38 7 AT +6 ED E O E 0 G F R C E O RO TE 37 EN F A 39 33 D TE R +1 R OA 1 LI D N ED E G O E F O ST F AT R O E AD R TE 37 40 33 +0 9 PR O PE R TY LI N E
D
M.P.
37 44 37 +3 44 0 +5 PR 7 O C PE EN R TE TY R LIN LI N E E O F R AI 37 LR 45 O + 37 4 AD 45 5 +7 PR 1 O PR PE O RT PE Y R LIN TY E LI N E
AD O
N
E
LR AI
LI
E
O PE
R
TY
N LI
T
ER
PR
EN
C 7
37 42 +8 3
37 35
+2 0
PR
O
PE
R TY
LI N
E
STATIONING
3 3+ 4 37
F O
R
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
70.5
71.0
PA-NHD-005
PA-NHD-005
40'
5
W
AT
225'
7 05 S-
PE-NO-206.000
PE-NO-211.000
390'
PA-NHD-104 PE-NO-210.000
PA-NHD-099
0 +0
10
MATCHLINE STA. 3748+80
50'
3730+00
ATWS-0574
74
60'
25'
3725+00
3735+00
3740+00
3745+00
PROPOSED 36" PENNEAST PIPELINE
3750+00
102' 620' 10'
3
05 SW AT
PROPOSED LEHIGH RIVER HDD ENTRY POINT
2'
PE-NO-208.000
10 '
E AT ST
E RT
33
E
E
AT ST
LAND USE
RT
33 PE-NO-207.000 PE-NO-209.000
AG
UF
RD
UF
AG
UF
RD
UF
RD
UF
OL
UF
WB OW
UF
MATERIAL & COATING
SOILS
92'
2548'
1
5
WaB
WaA
UudB
WaB
WaC
RzF
DaA
Fl
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480 PSIG
600' T
500'
SLOPE (%)
SPACING (FT)
15 - 30
100
>30
50
TRENCH PLUG SPACING SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
MATCHLINE STA 3748+80
WATERBAR SPACING
MATCHLINE STA 3722+40
ED
0 72
73
MATCHLINE STA. 3722+40
05 SW AT
' 40
PR
OS OP
ST
KE LU
D HD T ) N I S O E' W IT P O (L EX S
90'
7' 16
400'
300'
200'
3723+00 SOILS
3724+00
3725+00
LAND USE
3726+00
3727+00
3728+00
3729+00
MATERIAL TAG
QUANTITY
1
92'
5
2548'
DESCRIPTION
3730+00
3731+00
3732+00
3733+00
3734+00
3735+00
3736+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
3737+00
3738+00
3739+00
3740+00
3741+00
REVISIONS
3742+00
3743+00
APPROVALS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
NO.
REVISIONS
3744+00
DATE
SCALE PLAN:
3745+00
3746+00
3747+00
3748+00
100'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3722+40 TO STA. 3748+80
1" = 100'
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-142
D
261'
HL-NO-034.000
1279'
3775+20
86'
PE-NO-215.000
3770+86
29'
PE-NO-214.000
3758+07
344'
PE-NO-213.000
3755+46
207'
PE-NO-212.000
3754+60
PE-NO-211.000
3754+31
3748+80
OWNERSHIP / FOOTAGE
3750+87
LEHIGH RIVER
434'
99 -0
E LI N R TY PE O PR +8 6
E LI N R TY
M.P.
37 70
2
37 62 37 +9 63 6 +1 ED 3 G ED E O G F E D O IR F T D R IR O T AD R O AD
5 2+ 5 37
PE
R O PE 37 50 +8 7
PR
EN C
O
TY
N LI
R TE
PR
LI
O
+0 7
N
E
F
E
R ST
37 58
M EA
STATIONING
-N PA
37 54 37 +3 54 1 +6 PR 0 O PR PE 37 O RT PE Y 54 + R LIN 37 9 TY E 7 55 LI 37 +1 CE N N 55 0 E T +4 C E 6 E N RL PR TE INE O RL O PE IN F R E O RA TY F IL LI RA RO N E ILR AD O AD
D H
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
71.0
71.5
081815_MK_030_E_MI
2A 07
AR
PA-NHD-005
PA-NHD-005
250'
10'
50'
65'
40'
10'
25'
179'
227'
10'
250'
ATWS-0578
10'
MATCHLINE STA. 3748+80
25'
ATWS-0579
3775+00
25'
ATWS-0576
35'
50'
60'
25'
PROPOSED 36" PENNEAST PIPELINE
184'
3770+00
3765+00
3760+00
3755+00
3750+00
45'
PROPOSED LEHIGH RIVER HDD EXIT POINT
20'
ATWS-0577
40'
214'
90'
3745+00
40'
45'
PA-NHD-099
MATCHLINE STA. 3775+20
PA-NHD-104
PA-NHD-109
PE-NO-213.000
LAND USE
UF
WB OW
UF
RD
UF
OL
RD
UF
OL
MATERIAL & COATING
SOILS
Fl
W
Gb
DaA
1772'
488'
40'
340'
5
1
2
1
RzF
WaD
WaC
UbB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I
CLASS II
0.72
0.6
1480 PSIG
600' T
500' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
MATCHLINE STA 3775+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3748+80
WATERBAR SPACING
400'
300'
200'
3749+00 SOILS
3750+00
3751+00
LAND USE
3752+00
3753+00
3754+00
3755+00
3756+00
MATERIAL TAG
QUANTITY
1
828'
DESCRIPTION
3757+00
3758+00
3759+00
3760+00
3761+00
3762+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3763+00
3764+00
3765+00
3766+00
3767+00
REVISIONS
3768+00
3769+00
APPROVALS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
NO.
REVISIONS
3770+00
DATE
SCALE PLAN:
40'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
3774+00
3775+00
100'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3748+80 TO STA. 3775+20
SCALE PROFILE V: 1" = 100'
1772'
000-03-03-050
3773+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
2
HDD EXHIBIT PLAN AND PROFILE
3772+00
1" = 100'
5
000-03-07-005
3771+00
SCALE
DRAWING NO.
REVISION
1'' = 100'
000-03-01-143
D
148'
28'
PE-NO-223.000
70'
9'
3801+60
248'
PE-NO-224.000
3801+51
529'
PE-NO-222.000
3800+53
PE-NO-220.000
3799+05
55'
PE-NO-219.000
3796+57
257'
LOWER SAUCON RD 3791+28
616'
3790+73
680'
PE-NO-A336.000
3788+16
3782+00
HL-NO-034.000
3775+20
OWNERSHIP / FOOTAGE
READINGTON RD
3800+81
I-78
E
IN
L PE
N
D R
AT W
38 00 38 +5 00 3 38 +5 PR O 00 6 38 +8 ED PER G T 00 1 +8 PR E O Y 4 O F LIN E D P E RO E G RT AD E Y 38 O LI F N 01 R E +5 O 1 AD PR O PE R TY LI N E
E LI N R TY PE O PR 37 99
+0 5
PR 37 96
+5 7
PR
O
PE
R TY
LI N
E
O ED PE G RT C EO Y EN F LI N ED TE RO E G RL A D PR E O INE O F O PE R F R O A RE TY D D IN LI G N TO E
E LI N R TY PE O PR +1 6
37 90 37 +7 90 3 37 +8 91 2 37 +0 91 2 37 +0 91 3 +2 8
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
71.5
PRO
345'
72.0
AR-072A
40 '
25
79
37 88
+8 5
M.P.
18 4'
S05
ED G 37 E 85 O F 37 +3 R 8 O 85 AD +7 C E 3 N T ED E G RL E IN 37 O E F O 86 R F + 37 1 O IAD 7 86 9 8 37 +4 ED 7 G 86 +6 C E O 9 EN F ED TE RO G RL A D E IN O E F O R F O IAD 7 8
N
22 7'
37 84
37 82
+0 0
PR
O
PE
R TY
LI N
E
STATIONING
PI
IO D T R IBU N R O C IST U D SA N G R I E E W R LO FO F F O O E E N N LI LI R ER E T T EN EN C C 91 94 0+ 00+ 0 38 38
TE STA TER
N
ED I
POS
DD 78 H
-0599
ATWS
'
AT W
ER
S05
17 9'
90'
10 '
LO W
SA
UC
N
78
000
224.
OPE-N
O
RO
3805+0
AD
PE-NO-216.000
0
40
'
PE-NO-222.000 +0 0
8 I-7
-0598
10
ATWS
0 3800+0
REDIN
50
'
'
PROPOSED 36" PENNEAST PIPELINE
90' 15'
37 75
25'
N O AD RO
10 '
PE-NO-220.000
UC
0
3785+0
37 80 +0 0
SA
PE-NO-221.000 PROPOSED INTERSTATE 78 HDD ENTRY POINT
ER W
PE-NO-219.000
LINE GAS G N TI S) EXIS UTILITIE I 73 ( UG AR-0
LO
0
3790+0
10'
40'
ROAD
AR-072B
25 '
00
3795+
MATCHLINE STA. 3801+60
PE-NO-A336.000
8
MATCHLINE STA. 3775+20
355'
GTON
I-7
PROPOSED HELLERTOWN LAUNCHER & MAINLINE LAUNCHER/RECIEVER/MLV-8
65 '
50'
GTON REDIN
19 5'
010615_JC_1002_I_MI
ROAD
PE-NO-217.000
W
AT 80
OL
05
UF
S-
OL
N TOW LER HEL INLINE LV-8 ED A /M &M POS VER PRO CHER RECIE / N LAU CHER N LAU
LAND USE
RD
OL
UF
RD
OL
RD
OL
UF
OL
RE
RD
RE
UF
CI
OL
RD
RE
AG
16
MATERIAL & COATING
SOILS
668'
1972'
1
5
UbB
UudD
GnD
GlC
GlB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.6 1480 PSIG
800' T
700' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3801+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3775+20
WATERBAR SPACING
NATURAL GROUND
600'
500'
400'
3776+00 SOILS
3777+00
3778+00
LAND USE
3779+00
3780+00
3781+00
3782+00
MATERIAL
3783+00
3784+00
3785+00
3786+00
3787+00
3788+00
3789+00
REFERENCE DRAWINGS
3790+00
3791+00
3792+00
3793+00
REVISIONS
3794+00
3795+00
3796+00
3797+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
1972'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
1
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
668'
5 16
DESCRIPTION
DWG. NO.
TITLE
024-03-00-003
CIVIL SITE PLAN
000-03-02-065
RESIDENTIAL SITE SPECIFIC
000-03-07-006
HDD EXHIBIT PLAN AND PROFILE
000-03-03-050
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3799+00
3800+00
3801+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3775+20 TO STA. 3801+60
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3798+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1'' = 100'
000-03-01-144
D
281'
3828+00
3825+85
PE-NO-228.000 215'
M.P.
E LI N R TY PE O PR +8 5 38 25
+0 4 38 23
38 15
+1 5
C
PR
EN
O
PE
TE R
R TY
LI N
E
LI N
O
F
E
ST
R EA
M
S-
SU R
-1 1
3
38 07 38 +1 07 4 +4 ED 9 G ED E O G F E S 38 O TR 07 F ST EA 38 +9 2 R M0 07 EA 9 38 +9 ED M 26 G 07 8 09 14 38 +9 EN E O 26 _G TE F 08 9 14 O_ +4 ED R ST _G 10 7 G / EX RE O 01 _1 _ EN E O IT AM 00 P_ TE F W 0 1_ IM 9 S E R T T 26 P_ /E R L 38 AN 14 E IM X 09 IT AM D _G O 38 +1 W 0 _1 ET 92 09 9 00 +4 EN LA 61 1_ 4 8 N _G TE P_ D EN R O IM _1 TE / EX 0 R IT 01 /E W _P XI E _I T TL M W A E T ND LA N D
2144'
STATIONING
PE-NO-226.000
3823+04
PE-NO-223.000
3801+60
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
72.0
72.5
PE-NO-224.000
AR-074
092314_GO_1002_POND_MA
092614_GO_002_PFO R WE LO UC SA
PROPOSED INTERSTATE 78 HDD EXIT POINT
051415_ J
092614_GO_1001_P_IM PE-NO-226.000
115'
10'
50'
25'
90'
20'
ATWS-0602
ATWS-0
25'
155'
25'
603
40'
3810+00
0
3825+0
3815+00
15'
5'
150'
051415_
JC_1001
051415_
_PEM
JC_1006
_E_MI
90' 051415_
PROPOSED 36" PENNEAST PIPELINE
10'
40'
355'
604 ATWS-0 150'
5'
45'
ATWS-0600
25'
25'
3820+00
3830+00
5'
MATCHLINE STA. 3801+60
150'
3805+00
ATWS-0598
605
25'
20'
S-SUR-112
ATWS-0601
60'
ATWS-0 20'
S-SUR-113
ATWS-0599
C_1002_ PFO
20'
AD
RO
3800+00
PE-NO-228.000
MATCHLINE STA. 3828+00
ON
345'
JC_1005
_P_MI
092614_GO_001_PEM W LO
AR-073
ER
092614_GO_1001_P_IM
U SA
PE-NO-227.000 NR
CO
PE-NO-223.000
D
OA
PE-NO-225.000
LAND USE
AG
UF
AG
CI
AG
UF
AG
UF
AG
UF
MATERIAL & COATING
SOILS
118'
425'
110'
1968'
19'
5
1
2
1
2
GlB
GlC
CaB
ENVIRONMENTAL SITE SPECIFIC E&S
GlB
1G
10
21
36
1G
10
21
36
1G
10
21
36
1I
18
34
1I
18
34
1I
15
23
37
1I
15
23
37
1I
15
23
37
5
21
36
5
21
36
5
17
28
38
5
17
28
38
5
17
28
38
9
32
39
9
32
39
9
18
35
39
9
18
35
39
9
18
35
39
10
33
10
33
CLASS LOCATION DESIGN FACTOR MAOP
GlC
GlB
CaB
CLASS II 0.6 1480 PSIG
800' T
700' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
MATCHLINE STA 3828+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3801+60
WATERBAR SPACING
600'
500'
400'
3802+00 SOILS
3803+00
3804+00
LAND USE
3805+00
3806+00
3807+00
3808+00
MATERIAL
3809+00
3810+00
3811+00
3812+00
3813+00
3814+00
3815+00
REFERENCE DRAWINGS
3816+00
3817+00
3818+00
3819+00
3820+00
REVISIONS
3821+00
3822+00
3823+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
129'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
118'
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
2393'
2 5
DESCRIPTION
DWG. NO.
TITLE
024-03-00-003
CIVIL SITE PLAN
000-03-02-066
RESIDENTIAL SITE SPECIFIC
000-03-03-051
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3825+00
3826+00
3827+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3801+60 TO STA. 3828+00
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3824+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-145
D
3854+40
I _M 1_ E
_M 38 47 38 +5 47 2 +5 EN 2 T EN ER TE / EX R IT /E W XI E T TL W A E T ND LA N D 38 49 38 +0 49 5 +0 EN 5 T EN ER TE / EX R IT /E W XI E T TL W A E T ND LA N D
ST F O E LI N TE R EN C +1 5 38 45
38 50 38 +6 50 4 +7 EN 4 T EN ER TE / EX R IT /E W XI E T TL W A E T ND LA N D 38 52 +2 5 EN TE R /E XI 38 T W 53 ET 38 +1 LA 3 53 N +1 C D E 4 N T PR E O RL PE IN R EO TY F LI ST N E RE AM
04
28
15 _
JC _1
00
5_ I 00 15 _ 28 04 R EA
M
04 M R EA ST 38 41 38 +4 41 3 +6 PR 2 O C PE EN R TE TY R LIN LI N E E O F
E LI N R TY PE O PR +7 8 38 37
JC _1
00 JC _1 15 _ 28
81 5_ 38 38 38 +9 39 5 +0 C 0 EN EN TE T E RL R INE /E O XI F T S W TR ET E LA AM N 0 D 42
SU R
I
_M 4_ P
_M 00 JC _1
7 -1 1
7 SM R EA ST F O E LI N TE R EN C +1 1 38 36
38 35
+5 9
C
EN
TE R
LI N
E
O
F
ST
R EA
M
S-
SU R
-1 1
5 -1 1 SU R SM R EA ST F O E LI N TE R EN C +4 1 38 33
38 31 38 +2 31 4 +3 EN 0 T EN ER TE / EX R IT /E W 38 XI E 32 T TL +1 W A 3 E T ND PR LA N O D PE R TY LI N E
126'
I
1171'
3_ E
_M 6_ E ST F O E LI N TE R EN C +0 1 38 28
M.P.
PE-NO-236.000
3853+14
3841+43
365'
00 JC _1 15 _ 14 05 M R EA
STATIONING
PE-NO-232.000
I
565'
I
413'
PE-NO-231.000
3837+78
PE-NO-229.000
3832+13
PE-NO-228.000
3828+00
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
73.0 IL L
R
O AD
72.5
BU
EY
H
TT E
RO
G AF
ILK
FN
RM
PE-NO-231.000
AD
PE-NO-232.000
PE-NO-229.000 PROPOSED 36" PENNEAST PIPELINE
042815_JC_1002_PEM
40'
S-SUR-115
AR-075
ATWS-0606
245' 50'
ATWS-0607
3850+00
5'
25'
5'
25' 042815_JC_1003_E_MI
25'
S-SUR-116
051415_JC_1006_E_MI
19'
042815_JC_1004_P_MI
10'
04 S-06 ATW 150'
S-SUR-117 051415_JC_1001_PEM
042815_JC_1001_PFO
5'
+00 3825
0 3830+0
042815_JC_1001_E_MI
53'
89'
90'
AT
3855+00
ATWS-0608 296'
PE-NO-236.000
051415_JC_1005_P_MI
WS
20'
3845+00
25'
3840+00
MATCHLINE STA. 3854+40
3835+00
10'
03 S-06 ATW
BUTTERMILK ROAD
042815_JC_1001_PFO
20'
150'
09
06
25'
20'
MATCHLINE STA. 3828+00
178'
20'
ATWS-0605
051415_JC_1002_PFO
25'
178'
50'
28.000
PE-NO-2
042815_JC_1005_I_MI
042815_JC_1002_I_MI
042815_JC_1002_I_MI
LAND USE
UF
WB OW
UF
RE 14
MATERIAL & COATING 21'
1054'
40'
227'
40'
313'
40'
758'
40'
107'
2
1
2
1
2
1
2
1
2
1
SOILS
CaB
ENVIRONMENTAL SITE SPECIFIC E&S
1F
10
21
1I
15
5 9
CoB
CbB
39
1F
10
21
23
1I
15
17
28
5
18
38
9
39
CnB
1I
18
34
1G
10
21
36
1F
10
21
23
5
21
36
1I
15
23
37
1I
15
17
28
9
32
39
5
17
28
38
5
18
38
10
33
9
18
35
39
9
CLASS LOCATION DESIGN FACTOR MAOP
39
CaB
1I
18
34
1I
18
34
1I
18
34
1F
10
21
23
5
21
36
5
21
36
5
21
36
1I
15
23
17
28
9
32
39
9
32
39
9
32
39
5
17
28
18
38
10
33
10
33
10
33
9
18
38
39
CLASS II 0.6 1480 PSIG
900' T
800' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3854+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3828+00
WATERBAR SPACING
NATURAL GROUND
700'
600'
500'
3829+00 SOILS
3830+00
LAND USE
3831+00
3832+00
3833+00
3834+00
3835+00
MATERIAL
3836+00
3837+00
3838+00
3839+00
3840+00
3841+00
REFERENCE DRAWINGS
3842+00
3843+00
3844+00
3845+00
3846+00
REVISIONS
3847+00
3848+00
3849+00
3850+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
181'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
1
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
2459'
2 14
DESCRIPTION
DWG. NO.
000-03-03-052 000-03-08-001 --- 002
TITLE
ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3852+00
3853+00
3854+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3828+00 TO STA. 3854+40
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3851+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-146
D
BUTTERMILK RD
833'
3880+80
207'
PE-NO-246.000
3874+68
501'
PE-NO-244.000
3866+35
3864+28
59'
PE-NO-243.000
612'
5' AT WS -06 07
LA N W /E
XI T
O
EN
N
+4 2
9
+4 2
4 6+ 7 38
38 80
38 76
AD
R
TE R
F O E ED
G
N
U
ED M A
ET
AY W IV E D
R
LI N R TY PE O PR +6 8 38 74
LI TY R O PE PR 38 66 +3 5
M.P.
E
38 72 38 +0 72 3 +1 ED 7 G ED E O G F E D O RI F V D EW R IV AY EW AY
E N
E LI N R TY PE O +2 8 38 64
24
PR
PR
38 55
+8 4
38 58 38 +6 58 8 38 +7 58 8 38 +9 59 2 38 +0 59 7 +2 7
PR
O
PE
R TY
LI N
E
STATIONING
D
O ED PE G RT C EO Y EN F LI N ED TE RO E G RL A D PR E O INE O F O PE R F R O A BU TY D T TE LI R N M E
IL K
R
D
284'
PE-NO-242.000
3859+27
144'
3858+68
PE-NO-237.000
3855+84
PE-NO-236.000
3854+40
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
73.0
73.5
38 50 +0 0
04
28
15
PE-NO-246.000
_J
C_
10
01
010615_J C
_1005_I_
MI
_P FO PE-NO-243.000
20 ' 25 '
340'
UNNAMED RO
50'
611
ATWS-0
PE-NO-244.000
AR-076
147'
010615_JC_1003_P_MI 010615_JC_001_PFO 010615_J
C_001_P EM
AD
150'
MED R UNNA
06 08
OAD
BUT
PE-NO-237.000
5'
50'
150'
ATWS-0613
PROPOSED 36" PENNEAST PIPELINE AT W S-
ATWS-0614
3885+00
5'
3865+00
MATCHLINE STA. 3880+80
3870+00 25'
0 ATWS-061
60 '
3880+00 3875+00
10'
MATCHLINE STA. 3854+40
10 '
150'
3860+00
PE-NO-236.000
20'
25'
2
1 ATWS-06
+0 0
29 6'
ATWS-0615
295'
ATWS-0609
90 '
50'
25'
'
205'
RO AD
50'
89
ILK
25'
' 19 53 '
38 55
185' 40'
' 25
BU TT ER M
20'
D ROA HILL Y E FN GAF
04 28 15 _J C_ 10 01 _E _M I
PE-NO-242.000
MIL
TER KR OAD
AD
ILK RM TE
RO
T BU
LAND USE
RE
UF
RD
OL
UF
AG
UF
RE
UF
14
MATERIAL & COATING 423'
70'
2147'
1
4
1
SOILS
CaB
CoB 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CbB
GmD
CoB
39
2
13
26
30
5
14
18
35
9
21
36
10
CnB
39
2
13
26
30
5
14
18
35
9
21
36
10
39
1I
18
34
30
5
21
36
18
35
9
32
39
21
36
10
33
CLASS II 0.5
0.6
0.6 1480 PSIG
900' T
800' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
MATCHLINE STA 3880+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3854+40
WATERBAR SPACING
700'
600'
500'
3855+00 SOILS
3856+00
3857+00
LAND USE
3858+00
3859+00
3860+00
3861+00
MATERIAL
3862+00
3863+00
3864+00
3865+00
3866+00
3867+00
3868+00
REFERENCE DRAWINGS
3869+00
3870+00
3871+00
3872+00
3873+00
REVISIONS
3874+00
3875+00
3876+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
70'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
1
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
2570'
4 14
DESCRIPTION
DWG. NO.
000-03-02-067 --- 068 000-03-03-052 000-03-08-001 --- 002
TITLE
NO.
REVISIONS
ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3879+00
3880+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3854+40 TO STA. 3880+80
SCALE PROFILE H: 1" = 100'
RESIDENTIAL SITE SPECIFIC
3878+00
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3877+00
SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-147
D
HEXENKOPF RD
963'
3907+20
51'
PE-NO-254.000
3904+55
443'
3894+92
3894+41
473'
PE-NO-253.000
265'
38 94 38 +4 94 1 38 +4 94 5 38 +5 94 6 38 +6 94 7 +9 2
39 04 +5 5
PR
PR
O PE
R
TY
LI
N
E
O ED PE G R C E TY EN O L F IN ED TER RO E G LI AD PR E O NE O F OF PE R R O A HE TY D X EN LI KO N E P
E LI N R TY PE O PR +9 8 38 89
38 84
+2 2
EN
TE R
/E
STATIONING
XI T W 38 ET 85 LA + 38 1 N 85 5 D +2 C E 5 N PR TE O RL PE IN R EO TY F LI ST N E RE AM
01
F
06
R D
15 _
JC _1
00
4_ P
_M
I
445'
PE-NO-250.000
3889+98
PE-NO-248.000
3885+25
PE-NO-246.000
3880+80
OWNERSHIP / FOOTAGE
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
73.5
74.0
PE-NO-248.000 PE-NO-253.000 46.000 PE-NO-2
010615_JC_1005_I_MI
50'
PE-NO-254.000
3905+0
25'
50'
ATWS-0620
150'
43'
10'
PROPOSED 36" PENNEAST PIPELINE
ATWS-0622 37'
25'
150'
40'
ATWS-0619
50'
25'
ATWS-0617
155'
0
27 '
ATW
5'
34'
S-0
25'
3900+00
MATCHLINE STA. 3907+20
3895+00
45'
3890+00
0 3885+0
40'
25'
ATWS-0621
ATWS-0618
25'
MATCHLINE STA. 3880+80
ATWS-0616
25'
25' 0 3880+0
20'
20'
185' 15 ATWS-06
169'
137'
45'
150'
154'
50'
PE-NO-250.000
ATW
150
' S-0 6
25
623 50'
136
'
5'
25'
010615_JC_1004_P_MI AR-077
14 ATWS-06
391 ATW
150'
0+0
0
S-0 6
24
150
'
S-0
010615_JC_001_PEM
626 150 '
AD
UNNA
P_MI C_1003_ 010615_J
ATW
47.000 PE-NO-2
PF R O
AD
HEXE NKO
RO MED
FO C_001_P 010615_J
LAND USE
UF
OL
UF
PE-NO-252.000
OL
RD
UF
MATERIAL & COATING 416'
40'
896'
70'
1218'
1
2
1
4
1
SOILS
CnB
ENVIRONMENTAL SITE SPECIFIC E&S
2
13
26
5
14
9 10
CaB 39
GlC
1G
10
21
36
2
13
26
30
1I
15
23
37
5
14
30
18
35
4
17
28
38
9
18
35
21
36
9
18
35
39
10
21
36
CLASS LOCATION DESIGN FACTOR MAOP
GlB
GlC
39
CLASS II 0.5
0.6
0.6
1480 PSIG
900' T
800' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3907+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3880+80
WATERBAR SPACING
NATURAL GROUND
700'
600'
500'
3881+00 SOILS
3882+00
3883+00
LAND USE
3884+00
3885+00
3886+00
3887+00
3888+00
MATERIAL TAG
QUANTITY
1
2530'
DESCRIPTION
3889+00
3890+00
3891+00
3892+00
3893+00
3894+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3895+00
3896+00
3897+00
3898+00
3899+00
REVISIONS
3900+00
3901+00
APPROVALS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
NO.
REVISIONS
3902+00
DATE
SCALE PLAN:
40'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
3906+00
3907+00
400'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3880+80 TO STA. 3907+20
SCALE PROFILE V: 1" = 100'
70'
000-03-03-053
3905+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
4
RESIDENTIAL SITE SPECIFIC
3904+00
1" = 100'
2
000-03-02-069
3903+00
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-148
D
RAUBSVILLE RD
44'
3933+60
3927+00
1160'
PE-NO-257.000 660'
N
O ED PE G RT C EO Y EN F LI N ED TE RO E R A G L PR E O INE D O F O PE R F R O A RA TY D U BS LI N VI E LL E
R
TR AN
D
SM
IS S
IO
N
PI
PE
LI N E
776'
3926+56
PE-NO-255.000
3914+96
PE-NO-254.000
3907+20
OWNERSHIP / FOOTAGE
E
W
LI N
VE
V
O
O 20
+6 8 39 17
H ER
PR
R
PE O PR +9 6 39 14
IR
EA
H EA
R TY
D
D
W
39 26 39 +5 26 6 39 +7 26 3 39 +8 26 3 39 +9 27 3 +0 0
F O E LI N TE R EN C +2 9 39 10
E
IR E
FO
R
EI G
STATIONING
8+ 91
3
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
74.0
74.5
PE-NO-256.000
000 54.
25'
ATWS-0626
PROPOSED 36" PENNEAST PIPELINE
ATWS-0628
ATWS-0630
168'
152'
PE-NO-257.000
MATCHLINE STA. 3933+60
40'
689'
3935+
00
EXISTING OVERHEAD LINE (PPL ELECTRIC UTLITIES CORP)
EXISTING GAS LINE (CGT)
10'
50'
MATCHLINE STA. 3907+20
45'
3925+00
3910+00
ATWS-0624
1
3930+00
3920+00
50'
PE-NO-255.000
LAND USE
UF
OL
UF
RAUBSVILLE ROAD
EXISTING OVERHEAD LINE (PPL ELECTRIC UTLITIES CORP)
OL
UF
AG
RD
AG
MATERIAL & COATING
SOILS
GlC
GlB
GmF
1928'
60'
652'
1
4
1
GmD
GlC
GlB 2
13
26
5
14
30
9
18
35
10
21
36
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
ClA
39
CLASS II
CLASS I
0.6
0.72
0.6
0.72
1480 PSIG
700' T
600'
SLOPE (%)
SPACING (FT)
15 - 30
100
>30
50
TRENCH PLUG SPACING SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3933+60
WATERBAR SPACING
MATCHLINE STA 3907+20
25'
3915+00
136'
34'
S-063
ATWS-0627
ATWS-0625
50'
622 S-0 W T A 27' 43' ' 7 3
695'
ATW
10'
ATWS-0623
317'
ATWS-0629
50'
00 3905+
150'
149'
50'
25'
40'
-2 -NO PE
NATURAL GROUND
500'
400'
300'
3908+00 SOILS
3909+00
3910+00
LAND USE
3911+00
3912+00
3913+00
3914+00
MATERIAL TAG
QUANTITY
1
2580'
4
60'
DESCRIPTION
3915+00
3916+00
3917+00
3918+00
3919+00
3920+00
3921+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
3922+00
3923+00
3924+00
3925+00
REVISIONS
3926+00
3927+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3929+00
APPROVALS DRAWN BY
NO.
3928+00
DATE
SCALE PLAN:
3930+00
3931+00
3932+00
3933+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3907+20 TO STA. 3933+60
1" = 100'
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-149
D
DURHAM RD
IM P_ _ 9
M 01 BT
O
+1 6
PR
PR
O
PE
R TY
LI N
E
D
ED PE G RT C EO Y EN F LI N ED TE RO E R A G L PR E O INE D O F O PE R F R OA DU TY D R H LI AM N E R D
15 _ 24 06 M
/E
39 56
+1 5
39 57 39 +0 57 6 39 +1 57 1 39 +2 57 1 39 +3 57 3 +5 7
EN
EN
TE R
TE R
LI N
XI T
E
W
O
F
ET
ST
LA N
D
LA N
ET
W
XI T
/E
39 55
+6 0
C
EN
+1 2
39 55
3
TE R
PE
87
S
M.P.
NORTHAMPTON & BUCKS COUNTIES, PENNSYLVANIA
74.5
75.0
695 ' WS -06 31
DU
RH
PE-NO-257.000
PA-NHD-119
RO
' 40
AM
AD
689
' 50
AR-078
' 16
0 0+0 396
37
-06
S
062415_BT_1001_P_MI
W AT
40'
393 5+0 0
062415_BT_1002_PEM
062415_BT_1001_PEM 062415_BT_1001_P_MI
' '
50
75
36
06
S-
091814_MK_1009_P_IM
W AT
W
40'
0'
25'
15
25'
20'
S-06 31
425'
385'
26'
ATWS
10'
25'
28'
' 20
ATW
3940
38 06 S-
AT
'
50
227'
50'
40'
MATCHLINE STA. 3933+60
3'
-0634
PE-NO-259.000
17' 17'3'
+00
25'
00
+
55
39
50'
3945+00
3950+
00
25'
5'
ATWS-0633
49'
59'
65 +
00
062415_BT_1002_I_MI
35 06
10'
5'
25'
49'
39
5'
ATW S-06 32 181'
MATCHLINE STA. 3960+00
AT
4+ 95
39 51
M.P.
00
C
+9 1
7 +3
41 39
3930+
T
EN
O
C
317'
ER
PR
EN
R TE
O
E
N LI
R TY
N
LI
F
E
F
15 24 6 0
M EA R T
R ST
LI N
E
O
1 09
R EA
4 81
M EA
_1 0
_1
T _B
_M
STATIONING
_P _
I_ 2_ 0 0
0 10 _ K
84'
I
I M
3960+00
159'
39 59
51'
PE-NO-259.000
3959+16
515'
PE-NO-260.000
3957+57
1831'
3957+06
PE-NO-258.000
3951+91
PE-NO-257.000
3933+60
OWNERSHIP / FOOTAGE
A
PROPOSED 36" PENNEAST PIPELINE
STW
1' 14
L N
50'
062415_BT_1003_PEM H
A
PA-NHD-118
LAND USE
B
A
C
47'
M
N
PE-NO-258.000
AG
UF
AG
UF
OL
UF
AG
RD
AG
UF
MATERIAL & COATING
SOILS
757'
40'
1310'
40'
33'
40'
117'
70'
233'
1
2
1
2
1
2
1
4
1
ClA
CaB
Mb
ENVIRONMENTAL SITE SPECIFIC E&S
CaB
WaC
WaB
CaB
1G
10
21
36
1F
10
21
1I
15
23
37
1I
15
4
17
28
38
5
9
18
35
39
9
CLASS LOCATION DESIGN FACTOR MAOP
39
GlC
GlB
1I
18
34
1G
10
21
36
1I
18
34
2
13
26
23
5
21
36
1I
15
23
37
5
21
36
5
14
30
17
28
9
32
39
5
17
28
38
9
32
39
9
18
35
18
38
10
33
9
18
35
39
10
33
10
21
36
39
CLASS I 0.6
0.72
0.72
1480 PSIG
600'
600'
500'
500'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
400'
300'
MATCHLINE STA 3960+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3933+60
WATERBAR SPACING
NATURAL GROUND
200'
100' SOILS
400'
300'
200'
3934+00
3935+00
LAND USE
3936+00
3937+00
3938+00
3939+00
MATERIAL
3940+00
3941+00
3942+00
3943+00
3944+00
3945+00
3946+00
REFERENCE DRAWINGS
3947+00
3948+00
3949+00
3950+00
REVISIONS
3951+00
3952+00
3953+00
3954+00
DATE
DRAWN
CK
APPR
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
120'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
70'
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
2 4
DESCRIPTION
DWG. NO.
000-03-03-054 000-03-08-001 --- 002
TITLE
ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3957+00
3958+00
3959+00
100'
PENNEAST PIPELINE PROJECT
1" = 100'
ISSUED FOR DRAFT RESOURCE REPORT 1
2450'
DATE
SCALE PLAN:
A
QUANTITY
1
3956+00
PREPARED FOR
APPROVALS DRAWN BY
TAG
3955+00
PENNEAST MAINLINE PROPOSED 36" PIPELINE
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
STA. 3933+60 TO STA. 3960+00
PREPARED BY
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-150
D
76'
3722+40
1152'
PE-NO-206.000
3716+45
3714+22
279'
PE-NO-205.000
595'
M.P.
+4 5 37 16
37 15 37 +6 15 9 +8 9
C
ED
37 14 37 +6 14 2 37 +8 14 3 37 +9 15 0 +2 0
37 14
+2 2
PR
O
PE
R TY
LI G N E E EN O F T R ED E O G RL A C E O INE D EN F TE R OF R O A HO LI D P N E E PR R O D O F ST C PE EN R R EA TE TY M R LIN LI SN E SU E O R PR -1 F 00 R O A PE IL R R O TY AD LI N E
E 37 01 37 +0 01 0 +1 ED 3 G C EO EN F TE R R OA LI D N E 37 O 02 F +0 FR 4 EE ED M AN G E SB O 37 F U R 02 R G O +7 A AV D 0 E PR O PE R TY LI N E
LI N R TY PE O PR +9 1
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
70.5 W AT 2 40' 90'
EXISTING GAS LINE UGI UTILITIES
3720+00
3715+00
3710+00
3705+00
3700+00
ATWS-0574
HOP
60'
PROPOSED 36" PENNEAST PIPELINE
ER
102'
ATWS-0575
1602 20'
37
25
AT W PE-NO-205.000
+0
0
05 74
'
'
PLACE BIRKLAND
S-
50
ACE
10
AND PL
10'
OAD
BIRK L
22
5'
MATCHLINE STA. 3696+00
90'
3695+00
ATWS-0573
'
Y
FREEMANSBURG AVE
57
0 S-
SOUTHM ONT WA
D RO AD
PROPOSED ST LUKES (LOWE'S) HDD EXIT POINT
S-SUR-100 PROPOSED ST LUKE'S (LOWE'S) HDD ENTRY POINT
167'
AR-071
MATCHLINE STA. 3722+40
UNN AME
70.0
40
STATIONING
36 99
36 96 36 +9 97 8 36 +1 ED G 97 9 36 +2 CE E O 3 N F 97 +3 C TE RO 4 E N RL A ED TE INE D G RL O E IN F O E S F O O R F UT O F A D O HM R EI ON G T N D WA IS Y TR IB U TI
O
N
PI PE
LI N
E
391'
PE-NO-204.000
3702+70
3699+91
PE-NO-196.000
3696+00
OWNERSHIP / FOOTAGE
HOPE RD
3715+69
FREEMANSBURG AVE
25 '
010615_JC_1000_D_MI
R
AM
P
LAND USE
CI
RD
AG
PA-NHD-101
F
UF
AG
UF
RD
UF
RD
UF
AG 14
MATERIAL & COATING
SOILS
UkaB
2485'
155'
5
1
UbB
UudD
ClA
WaB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS III
CLASS II
CLASS I
0.5
0.6
0.72 1480 PSIG
600' T
500' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3722+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3696+00
WATERBAR SPACING
NATURAL GROUND
400'
300'
200'
3697+00 SOILS
3698+00
LAND USE
3699+00
3700+00
3701+00
3702+00
3703+00
MATERIAL
3704+00
3705+00
3706+00
3707+00
3708+00
3709+00
REFERENCE DRAWINGS
3710+00
3711+00
3712+00
3713+00
3714+00
REVISIONS
3715+00
3716+00
3717+00
3718+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
2485'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
1
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
1914'
5 14
DESCRIPTION
DWG. NO.
TITLE
000-03-02-064
RESIDENTIAL SITE SPECIFIC
000-03-07-004
HDD EXHIBIT PLAN AND PROFILE
000-03-04-005
PIPE YARD DETAIL
000-03-03-049
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3720+00
3721+00
3722+00
100'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3696+00 TO STA. 3722+40
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3719+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1'' = 100'
000-03-01-141
D
115'
26'
309'
3748+80
147'
PE-NO-211.000
3745+71
274'
PE-NO-210.000
3744+30
489'
PE-NO-208.000
3742+83
1280'
PE-NO-207.000
3740+09
3735+20
PE-NO-206.000
3722+40
OWNERSHIP / FOOTAGE
N/F PA-NHD-005
3745+45
STATE RTE 33
05
5 04 00 -1 DD H H H -N N A-N A P PA P Y M DY D A O O E B R RB R T E E S AT F AT O W W E IT T N XI LI EX /E R / R TE ER TE N T E EN C EN 2 3 09 4 7 + + + 45 45 46 37 37 37 -0
37 37 37 +5 37 3 +8 ED 6 G C EO EN F TE R 37 R OA 38 LI D N 37 +3 E 38 1 O F E + 37 4 D ST G 38 7 AT +6 ED E O E 0 G F R C E O RO TE 37 EN F A 39 33 D TE R +1 R OA 1 LI D N ED E G O E F O ST F AT R O E AD R TE 37 40 33 +0 9 PR O PE R TY LI N E
D
M.P.
37 44 37 +3 44 0 +5 PR 7 O C PE EN R TE TY R LIN LI N E E O F R AI 37 LR 45 O + 37 4 AD 45 5 +7 PR 1 O PR PE O RT PE Y R LIN TY E LI N E
AD O
N
E
LR AI
LI
E
O PE
R
TY
N LI
T
ER
PR
EN
C 7
37 42 +8 3
37 35
+2 0
PR
O
PE
R TY
LI N
E
STATIONING
3 3+ 4 37
F O
R
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
70.5
71.0
PA-NHD-005
PA-NHD-005
40'
5
W
AT
225'
7 05 S-
PE-NO-206.000
PE-NO-211.000
390'
PA-NHD-104 PE-NO-210.000
PA-NHD-099
0 +0
10
MATCHLINE STA. 3748+80
50'
3730+00
ATWS-0574
74
60'
25'
3725+00
3735+00
3740+00
3745+00
PROPOSED 36" PENNEAST PIPELINE
3750+00
102' 620' 10'
3
05 SW AT
PROPOSED LEHIGH RIVER HDD ENTRY POINT
2'
PE-NO-208.000
10 '
E AT ST
E RT
33
E
E
AT ST
LAND USE
RT
33 PE-NO-207.000 PE-NO-209.000
AG
UF
RD
UF
AG
UF
RD
UF
RD
UF
OL
UF
WB OW
UF
MATERIAL & COATING
SOILS
92'
2548'
1
5
WaB
WaA
UudB
WaB
WaC
RzF
DaA
Fl
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480 PSIG
600' T
500'
SLOPE (%)
SPACING (FT)
15 - 30
100
>30
50
TRENCH PLUG SPACING SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
MATCHLINE STA 3748+80
WATERBAR SPACING
MATCHLINE STA 3722+40
ED
0 72
73
MATCHLINE STA. 3722+40
05 SW AT
' 40
PR
OS OP
ST
KE LU
D HD T ) N I S O E' W IT P O (L EX S
90'
7' 16
400'
300'
200'
3723+00 SOILS
3724+00
3725+00
LAND USE
3726+00
3727+00
3728+00
3729+00
MATERIAL TAG
QUANTITY
1
92'
5
2548'
DESCRIPTION
3730+00
3731+00
3732+00
3733+00
3734+00
3735+00
3736+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
3737+00
3738+00
3739+00
3740+00
3741+00
REVISIONS
3742+00
3743+00
APPROVALS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
NO.
REVISIONS
3744+00
DATE
SCALE PLAN:
3745+00
3746+00
3747+00
3748+00
100'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3722+40 TO STA. 3748+80
1" = 100'
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-142
D
261'
HL-NO-034.000
1279'
3775+20
86'
PE-NO-215.000
3770+86
29'
PE-NO-214.000
3758+07
344'
PE-NO-213.000
3755+46
207'
PE-NO-212.000
3754+60
PE-NO-211.000
3754+31
3748+80
OWNERSHIP / FOOTAGE
3750+87
LEHIGH RIVER
434'
99 -0
E LI N R TY PE O PR +8 6
E LI N R TY
M.P.
37 70
2
37 62 37 +9 63 6 +1 ED 3 G ED E O G F E D O IR F T D R IR O T AD R O AD
5 2+ 5 37
PE
R O PE 37 50 +8 7
PR
EN C
O
TY
N LI
R TE
PR
LI
O
+0 7
N
E
F
E
R ST
37 58
M EA
STATIONING
-N PA
37 54 37 +3 54 1 +6 PR 0 O PR PE 37 O RT PE Y 54 + R LIN 37 9 TY E 7 55 LI 37 +1 CE N N 55 0 E T +4 C E 6 E N RL PR TE INE O RL O PE IN F R E O RA TY F IL LI RA RO N E ILR AD O AD
D H
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
71.0
71.5
081815_MK_030_E_MI
2A 07
AR
PA-NHD-005
PA-NHD-005
250'
10'
50'
65'
40'
10'
25'
179'
227'
10'
250'
ATWS-0578
10'
MATCHLINE STA. 3748+80
25'
ATWS-0579
3775+00
25'
ATWS-0576
35'
50'
60'
25'
PROPOSED 36" PENNEAST PIPELINE
184'
3770+00
3765+00
3760+00
3755+00
3750+00
45'
PROPOSED LEHIGH RIVER HDD EXIT POINT
20'
ATWS-0577
40'
214'
90'
3745+00
40'
45'
PA-NHD-099
MATCHLINE STA. 3775+20
PA-NHD-104
PA-NHD-109
PE-NO-213.000
LAND USE
UF
WB OW
UF
RD
UF
OL
RD
UF
OL
MATERIAL & COATING
SOILS
Fl
W
Gb
DaA
1772'
488'
40'
340'
5
1
2
1
RzF
WaD
WaC
UbB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I
CLASS II
0.72
0.6
1480 PSIG
600' T
500' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
MATCHLINE STA 3775+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3748+80
WATERBAR SPACING
400'
300'
200'
3749+00 SOILS
3750+00
3751+00
LAND USE
3752+00
3753+00
3754+00
3755+00
3756+00
MATERIAL TAG
QUANTITY
1
828'
DESCRIPTION
3757+00
3758+00
3759+00
3760+00
3761+00
3762+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3763+00
3764+00
3765+00
3766+00
3767+00
REVISIONS
3768+00
3769+00
APPROVALS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
NO.
REVISIONS
3770+00
DATE
SCALE PLAN:
40'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
3774+00
3775+00
100'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3748+80 TO STA. 3775+20
SCALE PROFILE V: 1" = 100'
1772'
000-03-03-050
3773+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
2
HDD EXHIBIT PLAN AND PROFILE
3772+00
1" = 100'
5
000-03-07-005
3771+00
SCALE
DRAWING NO.
REVISION
1'' = 100'
000-03-01-143
D
148'
28'
PE-NO-223.000
70'
9'
3801+60
248'
PE-NO-224.000
3801+51
529'
PE-NO-222.000
3800+53
PE-NO-220.000
3799+05
55'
PE-NO-219.000
3796+57
257'
LOWER SAUCON RD 3791+28
616'
3790+73
680'
PE-NO-A336.000
3788+16
3782+00
HL-NO-034.000
3775+20
OWNERSHIP / FOOTAGE
READINGTON RD
3800+81
I-78
E
IN
L PE
N
D R
AT W
38 00 38 +5 00 3 38 +5 PR O 00 6 38 +8 ED PER G T 00 1 +8 PR E O Y 4 O F LIN E D P E RO E G RT AD E Y 38 O LI F N 01 R E +5 O 1 AD PR O PE R TY LI N E
E LI N R TY PE O PR 37 99
+0 5
PR 37 96
+5 7
PR
O
PE
R TY
LI N
E
O ED PE G RT C EO Y EN F LI N ED TE RO E G RL A D PR E O INE O F O PE R F R O A RE TY D D IN LI G N TO E
E LI N R TY PE O PR +1 6
37 90 37 +7 90 3 37 +8 91 2 37 +0 91 2 37 +0 91 3 +2 8
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
71.5
PRO
345'
72.0
AR-072A
40 '
25
79
37 88
+8 5
M.P.
18 4'
S05
ED G 37 E 85 O F 37 +3 R 8 O 85 AD +7 C E 3 N T ED E G RL E IN 37 O E F O 86 R F + 37 1 O IAD 7 86 9 8 37 +4 ED 7 G 86 +6 C E O 9 EN F ED TE RO G RL A D E IN O E F O R F O IAD 7 8
N
22 7'
37 84
37 82
+0 0
PR
O
PE
R TY
LI N
E
STATIONING
PI
IO D T R IBU N R O C IST U D SA N G R I E E W R LO FO F F O O E E N N LI LI R ER E T T EN EN C C 91 94 0+ 00+ 0 38 38
TE STA TER
N
ED I
POS
DD 78 H
-0599
ATWS
'
AT W
ER
S05
17 9'
90'
10 '
LO W
SA
UC
N
78
000
224.
OPE-N
O
RO
3805+0
AD
PE-NO-216.000
0
40
'
PE-NO-222.000 +0 0
8 I-7
-0598
10
ATWS
0 3800+0
REDIN
50
'
'
PROPOSED 36" PENNEAST PIPELINE
90' 15'
37 75
25'
N O AD RO
10 '
PE-NO-220.000
UC
0
3785+0
37 80 +0 0
SA
PE-NO-221.000 PROPOSED INTERSTATE 78 HDD ENTRY POINT
ER W
PE-NO-219.000
LINE GAS G N TI S) EXIS UTILITIE I 73 ( UG AR-0
LO
0
3790+0
10'
40'
ROAD
AR-072B
25 '
00
3795+
MATCHLINE STA. 3801+60
PE-NO-A336.000
8
MATCHLINE STA. 3775+20
355'
GTON
I-7
PROPOSED HELLERTOWN LAUNCHER & MAINLINE LAUNCHER/RECIEVER/MLV-8
65 '
50'
GTON REDIN
19 5'
010615_JC_1002_I_MI
ROAD
PE-NO-217.000
W
AT 80
OL
05
UF
S-
OL
N TOW LER HEL INLINE LV-8 ED A /M &M POS VER PRO CHER RECIE / N LAU CHER N LAU
LAND USE
RD
OL
UF
RD
OL
RD
OL
UF
OL
RE
RD
RE
UF
CI
OL
RD
RE
AG
16
MATERIAL & COATING
SOILS
668'
1972'
1
5
UbB
UudD
GnD
GlC
GlB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II 0.6 1480 PSIG
800' T
700' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3801+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3775+20
WATERBAR SPACING
NATURAL GROUND
600'
500'
400'
3776+00 SOILS
3777+00
3778+00
LAND USE
3779+00
3780+00
3781+00
3782+00
MATERIAL
3783+00
3784+00
3785+00
3786+00
3787+00
3788+00
3789+00
REFERENCE DRAWINGS
3790+00
3791+00
3792+00
3793+00
REVISIONS
3794+00
3795+00
3796+00
3797+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
1972'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
1
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
668'
5 16
DESCRIPTION
DWG. NO.
TITLE
024-03-00-003
CIVIL SITE PLAN
000-03-02-065
RESIDENTIAL SITE SPECIFIC
000-03-07-006
HDD EXHIBIT PLAN AND PROFILE
000-03-03-050
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3799+00
3800+00
3801+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3775+20 TO STA. 3801+60
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3798+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1'' = 100'
000-03-01-144
D
281'
3828+00
3825+85
PE-NO-228.000 215'
M.P.
E LI N R TY PE O PR +8 5 38 25
+0 4 38 23
38 15
+1 5
C
PR
EN
O
PE
TE R
R TY
LI N
E
LI N
O
F
E
ST
R EA
M
S-
SU R
-1 1
3
38 07 38 +1 07 4 +4 ED 9 G ED E O G F E S 38 O TR 07 F ST EA 38 +9 2 R M0 07 EA 9 38 +9 ED M 26 G 07 8 09 14 38 +9 EN E O 26 _G TE F 08 9 14 O_ +4 ED R ST _G 10 7 G / EX RE O 01 _1 _ EN E O IT AM 00 P_ TE F W 0 1_ IM 9 S E R T T 26 P_ /E R L 38 AN 14 E IM X 09 IT AM D _G O 38 +1 W 0 _1 ET 92 09 9 00 +4 EN LA 61 1_ 4 8 N _G TE P_ D EN R O IM _1 TE / EX 0 R IT 01 /E W _P XI E _I T TL M W A E T ND LA N D
2144'
STATIONING
PE-NO-226.000
3823+04
PE-NO-223.000
3801+60
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
72.0
72.5
PE-NO-224.000
AR-074
092314_GO_1002_POND_MA
092614_GO_002_PFO R WE LO UC SA
PROPOSED INTERSTATE 78 HDD EXIT POINT
051415_ J
092614_GO_1001_P_IM PE-NO-226.000
115'
10'
50'
25'
90'
20'
ATWS-0602
ATWS-0
25'
155'
25'
603
40'
3810+00
0
3825+0
3815+00
15'
5'
150'
051415_
JC_1001
051415_
_PEM
JC_1006
_E_MI
90' 051415_
PROPOSED 36" PENNEAST PIPELINE
10'
40'
355'
604 ATWS-0 150'
5'
45'
ATWS-0600
25'
25'
3820+00
3830+00
5'
MATCHLINE STA. 3801+60
150'
3805+00
ATWS-0598
605
25'
20'
S-SUR-112
ATWS-0601
60'
ATWS-0 20'
S-SUR-113
ATWS-0599
C_1002_ PFO
20'
AD
RO
3800+00
PE-NO-228.000
MATCHLINE STA. 3828+00
ON
345'
JC_1005
_P_MI
092614_GO_001_PEM W LO
AR-073
ER
092614_GO_1001_P_IM
U SA
PE-NO-227.000 NR
CO
PE-NO-223.000
D
OA
PE-NO-225.000
LAND USE
AG
UF
AG
CI
AG
UF
AG
UF
AG
UF
MATERIAL & COATING
SOILS
118'
425'
110'
1968'
19'
5
1
2
1
2
GlB
GlC
CaB
ENVIRONMENTAL SITE SPECIFIC E&S
GlB
1G
10
21
36
1G
10
21
36
1G
10
21
36
1I
18
34
1I
18
34
1I
15
23
37
1I
15
23
37
1I
15
23
37
5
21
36
5
21
36
5
17
28
38
5
17
28
38
5
17
28
38
9
32
39
9
32
39
9
18
35
39
9
18
35
39
9
18
35
39
10
33
10
33
CLASS LOCATION DESIGN FACTOR MAOP
GlC
GlB
CaB
CLASS II 0.6 1480 PSIG
800' T
700' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
MATCHLINE STA 3828+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3801+60
WATERBAR SPACING
600'
500'
400'
3802+00 SOILS
3803+00
3804+00
LAND USE
3805+00
3806+00
3807+00
3808+00
MATERIAL
3809+00
3810+00
3811+00
3812+00
3813+00
3814+00
3815+00
REFERENCE DRAWINGS
3816+00
3817+00
3818+00
3819+00
3820+00
REVISIONS
3821+00
3822+00
3823+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
129'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
118'
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
2393'
2 5
DESCRIPTION
DWG. NO.
TITLE
024-03-00-003
CIVIL SITE PLAN
000-03-02-066
RESIDENTIAL SITE SPECIFIC
000-03-03-051
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3825+00
3826+00
3827+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3801+60 TO STA. 3828+00
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3824+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-145
D
3854+40
I _M 1_ E
_M 38 47 38 +5 47 2 +5 EN 2 T EN ER TE / EX R IT /E W XI E T TL W A E T ND LA N D 38 49 38 +0 49 5 +0 EN 5 T EN ER TE / EX R IT /E W XI E T TL W A E T ND LA N D
ST F O E LI N TE R EN C +1 5 38 45
38 50 38 +6 50 4 +7 EN 4 T EN ER TE / EX R IT /E W XI E T TL W A E T ND LA N D 38 52 +2 5 EN TE R /E XI 38 T W 53 ET 38 +1 LA 3 53 N +1 C D E 4 N T PR E O RL PE IN R EO TY F LI ST N E RE AM
04
28
15 _
JC _1
00
5_ I 00 15 _ 28 04 R EA
M
04 M R EA ST 38 41 38 +4 41 3 +6 PR 2 O C PE EN R TE TY R LIN LI N E E O F
E LI N R TY PE O PR +7 8 38 37
JC _1
00 JC _1 15 _ 28
81 5_ 38 38 38 +9 39 5 +0 C 0 EN EN TE T E RL R INE /E O XI F T S W TR ET E LA AM N 0 D 42
SU R
I
_M 4_ P
_M 00 JC _1
7 -1 1
7 SM R EA ST F O E LI N TE R EN C +1 1 38 36
38 35
+5 9
C
EN
TE R
LI N
E
O
F
ST
R EA
M
S-
SU R
-1 1
5 -1 1 SU R SM R EA ST F O E LI N TE R EN C +4 1 38 33
38 31 38 +2 31 4 +3 EN 0 T EN ER TE / EX R IT /E W 38 XI E 32 T TL +1 W A 3 E T ND PR LA N O D PE R TY LI N E
126'
I
1171'
3_ E
_M 6_ E ST F O E LI N TE R EN C +0 1 38 28
M.P.
PE-NO-236.000
3853+14
3841+43
365'
00 JC _1 15 _ 14 05 M R EA
STATIONING
PE-NO-232.000
I
565'
I
413'
PE-NO-231.000
3837+78
PE-NO-229.000
3832+13
PE-NO-228.000
3828+00
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
73.0 IL L
R
O AD
72.5
BU
EY
H
TT E
RO
G AF
ILK
FN
RM
PE-NO-231.000
AD
PE-NO-232.000
PE-NO-229.000 PROPOSED 36" PENNEAST PIPELINE
042815_JC_1002_PEM
40'
S-SUR-115
AR-075
ATWS-0606
245' 50'
ATWS-0607
3850+00
5'
25'
5'
25' 042815_JC_1003_E_MI
25'
S-SUR-116
051415_JC_1006_E_MI
19'
042815_JC_1004_P_MI
10'
04 S-06 ATW 150'
S-SUR-117 051415_JC_1001_PEM
042815_JC_1001_PFO
5'
+00 3825
0 3830+0
042815_JC_1001_E_MI
53'
89'
90'
AT
3855+00
ATWS-0608 296'
PE-NO-236.000
051415_JC_1005_P_MI
WS
20'
3845+00
25'
3840+00
MATCHLINE STA. 3854+40
3835+00
10'
03 S-06 ATW
BUTTERMILK ROAD
042815_JC_1001_PFO
20'
150'
09
06
25'
20'
MATCHLINE STA. 3828+00
178'
20'
ATWS-0605
051415_JC_1002_PFO
25'
178'
50'
28.000
PE-NO-2
042815_JC_1005_I_MI
042815_JC_1002_I_MI
042815_JC_1002_I_MI
LAND USE
UF
WB OW
UF
RE 14
MATERIAL & COATING 21'
1054'
40'
227'
40'
313'
40'
758'
40'
107'
2
1
2
1
2
1
2
1
2
1
SOILS
CaB
ENVIRONMENTAL SITE SPECIFIC E&S
1F
10
21
1I
15
5 9
CoB
CbB
39
1F
10
21
23
1I
15
17
28
5
18
38
9
39
CnB
1I
18
34
1G
10
21
36
1F
10
21
23
5
21
36
1I
15
23
37
1I
15
17
28
9
32
39
5
17
28
38
5
18
38
10
33
9
18
35
39
9
CLASS LOCATION DESIGN FACTOR MAOP
39
CaB
1I
18
34
1I
18
34
1I
18
34
1F
10
21
23
5
21
36
5
21
36
5
21
36
1I
15
23
17
28
9
32
39
9
32
39
9
32
39
5
17
28
18
38
10
33
10
33
10
33
9
18
38
39
CLASS II 0.6 1480 PSIG
900' T
800' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3854+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3828+00
WATERBAR SPACING
NATURAL GROUND
700'
600'
500'
3829+00 SOILS
3830+00
LAND USE
3831+00
3832+00
3833+00
3834+00
3835+00
MATERIAL
3836+00
3837+00
3838+00
3839+00
3840+00
3841+00
REFERENCE DRAWINGS
3842+00
3843+00
3844+00
3845+00
3846+00
REVISIONS
3847+00
3848+00
3849+00
3850+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
181'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
1
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
2459'
2 14
DESCRIPTION
DWG. NO.
000-03-03-052 000-03-08-001 --- 002
TITLE
ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3852+00
3853+00
3854+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3828+00 TO STA. 3854+40
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3851+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-146
D
BUTTERMILK RD
833'
3880+80
207'
PE-NO-246.000
3874+68
501'
PE-NO-244.000
3866+35
3864+28
59'
PE-NO-243.000
612'
5' AT WS -06 07
LA N W /E
XI T
O
EN
N
+4 2
9
+4 2
4 6+ 7 38
38 80
38 76
AD
R
TE R
F O E ED
G
N
U
ED M A
ET
AY W IV E D
R
LI N R TY PE O PR +6 8 38 74
LI TY R O PE PR 38 66 +3 5
M.P.
E
38 72 38 +0 72 3 +1 ED 7 G ED E O G F E D O RI F V D EW R IV AY EW AY
E N
E LI N R TY PE O +2 8 38 64
24
PR
PR
38 55
+8 4
38 58 38 +6 58 8 38 +7 58 8 38 +9 59 2 38 +0 59 7 +2 7
PR
O
PE
R TY
LI N
E
STATIONING
D
O ED PE G RT C EO Y EN F LI N ED TE RO E G RL A D PR E O INE O F O PE R F R O A BU TY D T TE LI R N M E
IL K
R
D
284'
PE-NO-242.000
3859+27
144'
3858+68
PE-NO-237.000
3855+84
PE-NO-236.000
3854+40
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
73.0
73.5
38 50 +0 0
04
28
15
PE-NO-246.000
_J
C_
10
01
010615_J C
_1005_I_
MI
_P FO PE-NO-243.000
20 ' 25 '
340'
UNNAMED RO
50'
611
ATWS-0
PE-NO-244.000
AR-076
147'
010615_JC_1003_P_MI 010615_JC_001_PFO 010615_J
C_001_P EM
AD
150'
MED R UNNA
06 08
OAD
BUT
PE-NO-237.000
5'
50'
150'
ATWS-0613
PROPOSED 36" PENNEAST PIPELINE AT W S-
ATWS-0614
3885+00
5'
3865+00
MATCHLINE STA. 3880+80
3870+00 25'
0 ATWS-061
60 '
3880+00 3875+00
10'
MATCHLINE STA. 3854+40
10 '
150'
3860+00
PE-NO-236.000
20'
25'
2
1 ATWS-06
+0 0
29 6'
ATWS-0615
295'
ATWS-0609
90 '
50'
25'
'
205'
RO AD
50'
89
ILK
25'
' 19 53 '
38 55
185' 40'
' 25
BU TT ER M
20'
D ROA HILL Y E FN GAF
04 28 15 _J C_ 10 01 _E _M I
PE-NO-242.000
MIL
TER KR OAD
AD
ILK RM TE
RO
T BU
LAND USE
RE
UF
RD
OL
UF
AG
UF
RE
UF
14
MATERIAL & COATING 423'
70'
2147'
1
4
1
SOILS
CaB
CoB 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CbB
GmD
CoB
39
2
13
26
30
5
14
18
35
9
21
36
10
CnB
39
2
13
26
30
5
14
18
35
9
21
36
10
39
1I
18
34
30
5
21
36
18
35
9
32
39
21
36
10
33
CLASS II 0.5
0.6
0.6 1480 PSIG
900' T
800' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
MATCHLINE STA 3880+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3854+40
WATERBAR SPACING
700'
600'
500'
3855+00 SOILS
3856+00
3857+00
LAND USE
3858+00
3859+00
3860+00
3861+00
MATERIAL
3862+00
3863+00
3864+00
3865+00
3866+00
3867+00
3868+00
REFERENCE DRAWINGS
3869+00
3870+00
3871+00
3872+00
3873+00
REVISIONS
3874+00
3875+00
3876+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
70'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
1
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
1
2570'
4 14
DESCRIPTION
DWG. NO.
000-03-02-067 --- 068 000-03-03-052 000-03-08-001 --- 002
TITLE
NO.
REVISIONS
ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3879+00
3880+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3854+40 TO STA. 3880+80
SCALE PROFILE H: 1" = 100'
RESIDENTIAL SITE SPECIFIC
3878+00
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
3877+00
SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-147
D
HEXENKOPF RD
963'
3907+20
51'
PE-NO-254.000
3904+55
443'
3894+92
3894+41
473'
PE-NO-253.000
265'
38 94 38 +4 94 1 38 +4 94 5 38 +5 94 6 38 +6 94 7 +9 2
39 04 +5 5
PR
PR
O PE
R
TY
LI
N
E
O ED PE G R C E TY EN O L F IN ED TER RO E G LI AD PR E O NE O F OF PE R R O A HE TY D X EN LI KO N E P
E LI N R TY PE O PR +9 8 38 89
38 84
+2 2
EN
TE R
/E
STATIONING
XI T W 38 ET 85 LA + 38 1 N 85 5 D +2 C E 5 N PR TE O RL PE IN R EO TY F LI ST N E RE AM
01
F
06
R D
15 _
JC _1
00
4_ P
_M
I
445'
PE-NO-250.000
3889+98
PE-NO-248.000
3885+25
PE-NO-246.000
3880+80
OWNERSHIP / FOOTAGE
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
73.5
74.0
PE-NO-248.000 PE-NO-253.000 46.000 PE-NO-2
010615_JC_1005_I_MI
50'
PE-NO-254.000
3905+0
25'
50'
ATWS-0620
150'
43'
10'
PROPOSED 36" PENNEAST PIPELINE
ATWS-0622 37'
25'
150'
40'
ATWS-0619
50'
25'
ATWS-0617
155'
0
27 '
ATW
5'
34'
S-0
25'
3900+00
MATCHLINE STA. 3907+20
3895+00
45'
3890+00
0 3885+0
40'
25'
ATWS-0621
ATWS-0618
25'
MATCHLINE STA. 3880+80
ATWS-0616
25'
25' 0 3880+0
20'
20'
185' 15 ATWS-06
169'
137'
45'
150'
154'
50'
PE-NO-250.000
ATW
150
' S-0 6
25
623 50'
136
'
5'
25'
010615_JC_1004_P_MI AR-077
14 ATWS-06
391 ATW
150'
0+0
0
S-0 6
24
150
'
S-0
010615_JC_001_PEM
626 150 '
AD
UNNA
P_MI C_1003_ 010615_J
ATW
47.000 PE-NO-2
PF R O
AD
HEXE NKO
RO MED
FO C_001_P 010615_J
LAND USE
UF
OL
UF
PE-NO-252.000
OL
RD
UF
MATERIAL & COATING 416'
40'
896'
70'
1218'
1
2
1
4
1
SOILS
CnB
ENVIRONMENTAL SITE SPECIFIC E&S
2
13
26
5
14
9 10
CaB 39
GlC
1G
10
21
36
2
13
26
30
1I
15
23
37
5
14
30
18
35
4
17
28
38
9
18
35
21
36
9
18
35
39
10
21
36
CLASS LOCATION DESIGN FACTOR MAOP
GlB
GlC
39
CLASS II 0.5
0.6
0.6
1480 PSIG
900' T
800' SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3907+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3880+80
WATERBAR SPACING
NATURAL GROUND
700'
600'
500'
3881+00 SOILS
3882+00
3883+00
LAND USE
3884+00
3885+00
3886+00
3887+00
3888+00
MATERIAL TAG
QUANTITY
1
2530'
DESCRIPTION
3889+00
3890+00
3891+00
3892+00
3893+00
3894+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3895+00
3896+00
3897+00
3898+00
3899+00
REVISIONS
3900+00
3901+00
APPROVALS DATE
DRAWN
CK
APPR
DRAWN BY
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
NO.
REVISIONS
3902+00
DATE
SCALE PLAN:
40'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
3906+00
3907+00
400'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3880+80 TO STA. 3907+20
SCALE PROFILE V: 1" = 100'
70'
000-03-03-053
3905+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
4
RESIDENTIAL SITE SPECIFIC
3904+00
1" = 100'
2
000-03-02-069
3903+00
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-148
D
RAUBSVILLE RD
44'
3933+60
3927+00
1160'
PE-NO-257.000 660'
N
O ED PE G RT C EO Y EN F LI N ED TE RO E R A G L PR E O INE D O F O PE R F R O A RA TY D U BS LI N VI E LL E
R
TR AN
D
SM
IS S
IO
N
PI
PE
LI N E
776'
3926+56
PE-NO-255.000
3914+96
PE-NO-254.000
3907+20
OWNERSHIP / FOOTAGE
E
W
LI N
VE
V
O
O 20
+6 8 39 17
H ER
PR
R
PE O PR +9 6 39 14
IR
EA
H EA
R TY
D
D
W
39 26 39 +5 26 6 39 +7 26 3 39 +8 26 3 39 +9 27 3 +0 0
F O E LI N TE R EN C +2 9 39 10
E
IR E
FO
R
EI G
STATIONING
8+ 91
3
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
74.0
74.5
PE-NO-256.000
000 54.
25'
ATWS-0626
PROPOSED 36" PENNEAST PIPELINE
ATWS-0628
ATWS-0630
168'
152'
PE-NO-257.000
MATCHLINE STA. 3933+60
40'
689'
3935+
00
EXISTING OVERHEAD LINE (PPL ELECTRIC UTLITIES CORP)
EXISTING GAS LINE (CGT)
10'
50'
MATCHLINE STA. 3907+20
45'
3925+00
3910+00
ATWS-0624
1
3930+00
3920+00
50'
PE-NO-255.000
LAND USE
UF
OL
UF
RAUBSVILLE ROAD
EXISTING OVERHEAD LINE (PPL ELECTRIC UTLITIES CORP)
OL
UF
AG
RD
AG
MATERIAL & COATING
SOILS
GlC
GlB
GmF
1928'
60'
652'
1
4
1
GmD
GlC
GlB 2
13
26
5
14
30
9
18
35
10
21
36
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
ClA
39
CLASS II
CLASS I
0.6
0.72
0.6
0.72
1480 PSIG
700' T
600'
SLOPE (%)
SPACING (FT)
15 - 30
100
>30
50
TRENCH PLUG SPACING SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
MATCHLINE STA 3933+60
WATERBAR SPACING
MATCHLINE STA 3907+20
25'
3915+00
136'
34'
S-063
ATWS-0627
ATWS-0625
50'
622 S-0 W T A 27' 43' ' 7 3
695'
ATW
10'
ATWS-0623
317'
ATWS-0629
50'
00 3905+
150'
149'
50'
25'
40'
-2 -NO PE
NATURAL GROUND
500'
400'
300'
3908+00 SOILS
3909+00
3910+00
LAND USE
3911+00
3912+00
3913+00
3914+00
MATERIAL TAG
QUANTITY
1
2580'
4
60'
DESCRIPTION
3915+00
3916+00
3917+00
3918+00
3919+00
3920+00
3921+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
3922+00
3923+00
3924+00
3925+00
REVISIONS
3926+00
3927+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3929+00
APPROVALS DRAWN BY
NO.
3928+00
DATE
SCALE PLAN:
3930+00
3931+00
3932+00
3933+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3907+20 TO STA. 3933+60
1" = 100'
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-149
D
DURHAM RD
IM P_ _ 9
M 01 BT
O
+1 6
PR
PR
O
PE
R TY
LI N
E
D
ED PE G RT C EO Y EN F LI N ED TE RO E R A G L PR E O INE D O F O PE R F R OA DU TY D R H LI AM N E R D
15 _ 24 06 M
/E
39 56
+1 5
39 57 39 +0 57 6 39 +1 57 1 39 +2 57 1 39 +3 57 3 +5 7
EN
EN
TE R
TE R
LI N
XI T
E
W
O
F
ET
ST
LA N
D
LA N
ET
W
XI T
/E
39 55
+6 0
C
EN
+1 2
39 55
3
TE R
PE
87
S
M.P.
NORTHAMPTON & BUCKS COUNTIES, PENNSYLVANIA
74.5
75.0
695 ' WS -06 31
DU
RH
PE-NO-257.000
PA-NHD-119
RO
' 40
AM
AD
689
' 50
AR-078
' 16
0 0+0 396
37
-06
S
062415_BT_1001_P_MI
W AT
40'
393 5+0 0
062415_BT_1002_PEM
062415_BT_1001_PEM 062415_BT_1001_P_MI
' '
50
75
36
06
S-
091814_MK_1009_P_IM
W AT
W
40'
0'
25'
15
25'
20'
S-06 31
425'
385'
26'
ATWS
10'
25'
28'
' 20
ATW
3940
38 06 S-
AT
'
50
227'
50'
40'
MATCHLINE STA. 3933+60
3'
-0634
PE-NO-259.000
17' 17'3'
+00
25'
00
+
55
39
50'
3945+00
3950+
00
25'
5'
ATWS-0633
49'
59'
65 +
00
062415_BT_1002_I_MI
35 06
10'
5'
25'
49'
39
5'
ATW S-06 32 181'
MATCHLINE STA. 3960+00
AT
4+ 95
39 51
M.P.
00
C
+9 1
7 +3
41 39
3930+
T
EN
O
C
317'
ER
PR
EN
R TE
O
E
N LI
R TY
N
LI
F
E
F
15 24 6 0
M EA R T
R ST
LI N
E
O
1 09
R EA
4 81
M EA
_1 0
_1
T _B
_M
STATIONING
_P _
I_ 2_ 0 0
0 10 _ K
84'
I
I M
3960+00
159'
39 59
51'
PE-NO-259.000
3959+16
515'
PE-NO-260.000
3957+57
1831'
3957+06
PE-NO-258.000
3951+91
PE-NO-257.000
3933+60
OWNERSHIP / FOOTAGE
A
PROPOSED 36" PENNEAST PIPELINE
STW
1' 14
L N
50'
062415_BT_1003_PEM H
A
PA-NHD-118
LAND USE
B
A
C
47'
M
N
PE-NO-258.000
AG
UF
AG
UF
OL
UF
AG
RD
AG
UF
MATERIAL & COATING
SOILS
757'
40'
1310'
40'
33'
40'
117'
70'
233'
1
2
1
2
1
2
1
4
1
ClA
CaB
Mb
ENVIRONMENTAL SITE SPECIFIC E&S
CaB
WaC
WaB
CaB
1G
10
21
36
1F
10
21
1I
15
23
37
1I
15
4
17
28
38
5
9
18
35
39
9
CLASS LOCATION DESIGN FACTOR MAOP
39
GlC
GlB
1I
18
34
1G
10
21
36
1I
18
34
2
13
26
23
5
21
36
1I
15
23
37
5
21
36
5
14
30
17
28
9
32
39
5
17
28
38
9
32
39
9
18
35
18
38
10
33
9
18
35
39
10
33
10
21
36
39
CLASS I 0.6
0.72
0.72
1480 PSIG
600'
600'
500'
500'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
400'
300'
MATCHLINE STA 3960+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3933+60
WATERBAR SPACING
NATURAL GROUND
200'
100' SOILS
400'
300'
200'
3934+00
3935+00
LAND USE
3936+00
3937+00
3938+00
3939+00
MATERIAL
3940+00
3941+00
3942+00
3943+00
3944+00
3945+00
3946+00
REFERENCE DRAWINGS
3947+00
3948+00
3949+00
3950+00
REVISIONS
3951+00
3952+00
3953+00
3954+00
DATE
DRAWN
CK
APPR
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
120'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
70'
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
2 4
DESCRIPTION
DWG. NO.
000-03-03-054 000-03-08-001 --- 002
TITLE
ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3957+00
3958+00
3959+00
100'
PENNEAST PIPELINE PROJECT
1" = 100'
ISSUED FOR DRAFT RESOURCE REPORT 1
2450'
DATE
SCALE PLAN:
A
QUANTITY
1
3956+00
PREPARED FOR
APPROVALS DRAWN BY
TAG
3955+00
PENNEAST MAINLINE PROPOSED 36" PIPELINE
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
STA. 3933+60 TO STA. 3960+00
PREPARED BY
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-150
D
