northampton county, pennsylvania
REDINGTON RD
LI N E PR O PE R TY
N LI
26+40
E
R
PE
O
78
PR +
23
97
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
0.5
REDING TON RO AD
3785+ 00
0.0
TY
17 +
13 +
40
1+
M.P. I-78
23+97
0 -1 1 H D E R LI N TE EN
R
C
F
AD
243'
D
74
E G
O
O
619'
PA -N
R
R
HL-NO-031.000
ST
EN
N LI
F
IN
N
PR O 1+ PE 69 R TY 1+ E 74 D LI G N E PR E O O F PE R R OA TY D LI N E
6
ED
1+ 1
&
C
R TE
O
ED
TO G
1604'
O F
STATIONING
E
58'
HL-NO-032.000
R EA M
116'
1+74
HL-NO-033.000 1+16
0+00
HL-NO-034.000
17+78
OWNERSHIP / FOOTAGE
10+00
5+0
ATWS
-0582
0
15+0
HL-NO-032.000
0
30+00
ATW
20+00
BEGIN STA. 0+00
PA-NHD-110 8 S-05 ATW
MATCHLINE STA. 26+40
S-05 81
0
25+00 PROPOSED 24" HELLERTOWN LATERAL PIPELINE
0 +0 80 7 3
5' 19
25
'
10
'
65
'
50
'
HL-NO-032.000
LAND USE
OL ROW UF OL ROW
UF
RD
UF
UF
OL ROW
UF
WB OW
MATERIAL & COATING 85'
60'
1189'
40'
1266'
10
12
10
11
10
SOILS
UbB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
WaC 2
13
26
5
14
9 10
RzF
GmD
39
1G
10
21
36
30
1I
15
23
37
18
35
5
17
28
38
21
36
9
18
35
39
GmF
CLASS II 0.6
0.5
0.6 1480 PSIG
800'
800'
700'
700'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
600'
500'
MATCHLINE STA 26+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 0+00
WATERBAR SPACING
600'
500'
NATURAL GROUND
400'
300'
SOILS
400'
1+00
2+00
LAND USE
3+00
4+00
5+00
6+00
MATERIAL TAG
QUANTITY
10
2540'
DESCRIPTION
7+00
8+00
9+00
10+00
11+00
12+00
13+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
14+00
15+00
16+00
17+00
18+00
REVISIONS
19+00
20+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
21+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
RESIDENTIAL SITE SPECIFIC
000-03-07-006
HDD EXHIBIT PLAN AND PROFILE
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
25+00
26+00
300'
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 0+00 TO STA. 26+40
SCALE PROFILE V: 1" = 100'
60'
000-03-02-103
24+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
11
CIVIL SITE PLAN
23+00
1" = 100'
12
024-03-00-003
22+00
SCALE
DRAWING NO.
REVISION
1" =200'
000-03-01-229
D
APPLEBUTTER RD
68'
52+80
318'
1172'
PR 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 OA AP TY D P LE LI BU N E TT
ER
R D
250'
HL-NO-023.000 41+08
832'
HL-NO-024.000 40+41
HL-NO-029.000 34+72
26+40
HL-NO-031.000
37+23
OWNERSHIP / FOOTAGE
LI N E
STATIONING E
N
PR O PE R TY
TY
O
PE
LI
R
PR
40 +4 40 1 +6 40 0 +7 40 7 +9 41 3 +0 8
34 +
72
23 7+
3
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
0.5
HL-NO-022.000
1.0
HL-NO-021.000
HL-NO-028.000 HL-NO-026.000
ATWS
586
ATWS-0
-0587
40+00
45+00
35+00
MATCHLINE STA. 26+40
25+00
-0585
50+00
MATCHLINE STA. 52+80
ATWS 30+00
ATWS-0584
3
8 ATWS-05
HL-NO-024.000
55+00
HL-NO-029.000 P AP LE
PROPOSED 24" HELLERTOWN LATERAL PIPELINE
ATWS-0
585
TE
T BU
HL-NO-023.000 R
LAND USE
AD RO
HL-NO-031.000
UF
RE
RE RD
OL ROW
RE
AG
MATERIAL & COATING
SOILS
1365'
70'
1205'
10
12
10
GmF
GmD
GlC
GlB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
30
9
18
35
10
21
36
39
CLASS II 0.5
0.6
0.6
1480 PSIG 1000'
1000'
900'
900'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
800'
700'
MATCHLINE STA 52+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 26+40
WATERBAR SPACING
NATURAL GROUND
600'
500'
SOILS
800'
700'
600'
27+00
28+00
LAND USE
29+00
30+00
31+00
32+00
33+00
MATERIAL TAG
QUANTITY
10
2570'
12
70'
DESCRIPTION
34+00
35+00
36+00
37+00
38+00
39+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
000-03-02-104 --- 107
RESIDENTIAL SITE SPECIFIC
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
40+00
41+00
42+00
43+00
44+00
REVISIONS
45+00
46+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
48+00
APPROVALS DRAWN BY
NO.
47+00
DATE
SCALE PLAN:
49+00
50+00
51+00
52+00
500'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 26+40 TO STA. 52+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" =200'
000-03-01-230
D
SHERRY HILL RD
LI N E
E
N
TY
PR O PE R TY
PE
LI
F
R
E
O
62 +
+
M.P.
79+20
896'
R
AD O
O
ED
13
6 +7 67
62
04
PR 65
212'
G
67 +
LI N E PR O PE R TY 44 59 +
57 +
50
PR O PE R TY
LI N E
STATIONING
50'
HL-NO-005.000 70+24
249'
68+12
310'
HL-NO-007.000 67+62
259'
HL-NO-008.000
PR O 67 PE +8 R 7 68 TY +1 C LI E 2 N N E PR TE R O L PE IN R EO TY F LI S H N E ER & R ED Y G HIL E O LR 70 F D +2 R O 4 AD PR O PE R TY LI N E
194'
HL-NO-009.000 65+13
470'
HL-NO-010.000 62+04
HL-NO-011.000 57+50
52+80
HL-NO-023.000
59+44
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
1.0
1.5
S-
AT
96 05
W
75+00
ATWS -0595 00
+ 70
S05 9
3
55+00
AT W
50+00
MATCHLINE STA. 79+20
MATCHLINE STA. 52+80
HL-NO-011.000
ATWS-0585
ATWS
-0594
HL-NO-005.000
010515_JC_1000_I_MI
80+
00
PROPOSED 24" HELLERTOWN LATERAL PIPELINE 60+ 00
90
05
W
S-
AT
HL-NO-023.000
0
SW AT
010515_JC_1001_E_MI
8 58
HL-NO-007.000 65+ 00
SH
ER
HL-NO-009.000
LAND USE
AG
RY
HL-NO-008.000
UF
RD
UF
RD
HI
LL
RO
AD
UF
AG
MATERIAL & COATING
SOILS
GlB
GlC
1457'
50'
1133'
10
12
10
GnD
GmF
GnD
GlC
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CaB
2
13
26
5
14
30
9
18
35
10
21
36
CnB
GmF
GlB
39
CLASS II 0.6
0.5
0.6
1480 PSIG 900'
900'
800'
800'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
700'
600'
MATCHLINE STA 79+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 52+80
WATERBAR SPACING
NATURAL GROUND
500'
400'
SOILS
700'
600'
500'
53+00
54+00
55+00
LAND USE
56+00
57+00
58+00
59+00
MATERIAL TAG
QUANTITY
10
2590'
12
50'
DESCRIPTION
60+00
61+00
62+00
63+00
64+00
65+00
66+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
000-03-02-107 000-03-08-001 --- 002
RESIDENTIAL SITE SPECIFIC TYPICAL CONSTRUCTION ROW DETAILS
67+00
68+00
69+00
70+00
REVISIONS
71+00
72+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
74+00
APPROVALS DRAWN BY
NO.
73+00
DATE
SCALE PLAN:
75+00
76+00
77+00
78+00
79+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 52+80 TO STA. 79+20
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" =200'
000-03-01-231
D
M.P.
79'
55
10 4+ 81
PR O
PR O PE R TY
PE R TY
LI N E
LI N E
1026'
105+60
HL-NO-002.000
94 +
90 +
26
STATIONING
197'
C EN TE R LI 90 N E +9 O 6 F C FO EN R TE EI G R N LI TR N E AN O F SM FO IS R SI EI O G N N PI TR PE A 92 LI N SM N +5 E 8 IS S PR IO N O PE PI PE R TY LI N LI E N E
1338'
HL-NO-003.000 104+81
HL-NO-004.000 92+58
79+20
HL-NO-005.000
94+55
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
1.5
2.0
110+00
75+00 HL-NO-003.000 0 105+0
80+ 00 HL-NO-005.000 ATWS-0 594
7
S-059
ATW
PROPOSED 24" HELLERTOWN LATERAL PIPELINE
100 _E_MI 010515_JC_1001
+00
MATCHLINE STA. 105+60
MATCHLINE STA. 79+20
85+ 00
92
95+
ATW
S-0 59
ATW S-0
S-05 ATW
00
1
HL-NO-002.000
589 90+
00
EXISTING GAS LINE (COLUMBIA GAS TRANSMISSION CORP) HL-NO-004.000
EXISTING GAS LINE (PPL CORP)
LAND USE
AG
UF
AG
UF
OL ROW
UF
OL ROW
OL ROW
MATERIAL & COATING 2640' 10
SOILS
GlB
GmD
GlC
GmF
GlC
UgD
GmF
GmD
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II
CLASS I
0.6
0.72 1480 PSIG
800'
800'
700'
700'
T
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
600'
500'
MATCHLINE STA 105+60
SLOPE (%)
SPACING (FT)
TRENCH PLUG SPACING
MATCHLINE STA 79+20
WATERBAR SPACING
400'
300'
SOILS
600'
500'
400'
80+00
81+00
LAND USE
82+00
83+00
84+00
85+00
86+00
MATERIAL TAG
QUANTITY
10
2640'
DESCRIPTION
87+00
88+00
89+00
90+00
91+00
92+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
93+00
94+00
95+00
96+00
97+00
REVISIONS
98+00
99+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
100+00
DATE
SCALE PLAN:
101+00
102+00
103+00
104+00
105+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 79+20 TO STA. 105+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" =200'
000-03-01-232
D
OWNERSHIP / FOOTAGE
112+93
105+60
HL-NO-002.000 733'
10 6+ 69
O VE R H EA D
W IR E
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
2.0
2.1
XX
X
XX
XX
XX
01
-1
AR
END STA. 112+93 X X
XX XX XX
XX
XX
XX
XX
XX
XX
95+00
110+00
XX
100+00
XX
XX
MATCHLINE STA. 105+60
X
XX
105+00
XX
XX
MBIA EX GAS TRAN ISTING G AS L SMIS INE SION COR P)
XX
(COL U
XX
XX
ATWS-0597 XX
ATWS-0592
PROPOSED 24" HELLERTOWN LATERAL PIPELINE
HL-NO-002.000
PROPOSED TCO & UGI-LEH INTERCONNECTS
LAND USE
OL ROW
UF
OL ROW
CI
MATERIAL & COATING 733' 10
SOILS
GmD
GnD
GmF
GnD
UpB
GlC
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480 PSIG 700'
700'
600'
600'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
500'
400'
MATCHLINE STA 112+93
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 105+60
WATERBAR SPACING
NATURAL GROUND
300'
LAND USE
MATERIAL TAG
QUANTITY
10
733'
DESCRIPTION
106+00
107+00
108+00
109+00
110+00
111+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
024-03-00-001 000-03-08-001 --- 002
400'
300'
200'
SOILS
500'
CIVIL SITE PLAN TYPICAL CONSTRUCTION ROW DETAILS
112+00
200'
REVISIONS
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
DATE
SCALE PLAN:
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 105+60 TO STA. 112+93
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'
000-03-01-233
D
PHILLIPS RD
1001'
15+84
42'
GB-HU-002.000 364'
E LI N
IR
TY
W D
PE
R
EA H
PR
O
VE R
12 +2
0
O 9+ 06
0' W
15
AT
1+ 77 1+ 83 1+ 90 2+ 08 2+ 19
STATIONING
E
PR O ED PE G RT C EO Y EN F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R O A PH TY D IL LI LI 3+ PS N 54 E R D C EN TE R LI N E O F ST R EA M N JN H
D
-1 2
4
177'
2+19
GB-HU-003.000 1+77
0+00
PE-HU-029.000
12+20
OWNERSHIP / FOOTAGE
M.P.
S06
M.P.
HUNTERDON COUNTY, NEW JERSEY
0.0
83
0.4
5'
PE-HU-A032.000
10 '
EXISTING OVERHEAD LINE (JERSEY CENTRAL POWER & LIGHT CO.)
50 '
RO PH ILL IPS
10
'
S-0 68 1
28 9'
25
5'
AT W
82 '
24
W S06
24 3'
AT
AD
WETLAND NJDEP-023
GB-HU-002.000
PROPOSED GILBERT LATERAL TAP SITE/MLV-9
20 '
GB-HU-003.000 10
2'
AT W S-
40 '
06 80
5'
50
'
50 '
PE-HU-029.000
PROPOSED 12" GILBERT LATERAL PIPELINE
STREAM NJ-NHD-128
50 '
40
'
PROPOSED 36" PENNEAST PIPELINE
715
'
20 '
STREAM NJ-NHD-124
41
50'
4'
AT WS
STREAM NJ-NHD-129
20'
STREAM NJ-NHD-126
60'
25'
BEGIN STA. 0+00
77
STREAM NJ-NHD-127
5' GB-HU-004.000
AT
WS -
06
38 0'
LAND USE
AG
MATCHLINE STA. 15+84
-06
RD
74
AG
MATERIAL & COATING
SOILS
168'
60'
106'
40'
1210'
6
9
6
7
6
RorAt
PeoB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
30
9
18
35
10
21
36
KkoD
PeoC2
39
CLASS I 0.72
0.5
0.72 1480psi
500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
300'
200'
MATCHLINE STA 15+84
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 0+00
WATERBAR SPACING
NATURAL GROUND
100'
0'
SOILS
LAND USE
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
REFERENCE DRAWINGS
9+00
10+00
11+00
12+00
REVISIONS
13+00
14+00
0'
15+00
APPROVALS DATE
DRAWN
CK
APPR
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
PIPE, 12.750" OD X .312 WT, API 5L, X-52, DSAW, FBE/ARO COATED
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 12.750" OD X .375 WT, API 5L, X-52, DSAW, FBE/ARO COATED
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
1484'
PIPE, 12.750" OD X .312 WT, API 5L, X-52, DSAW, FBE COATED
7
40'
9
60'
DESCRIPTION
DWG. NO.
025-03-00-003 000-03-08-001 --- 002
TITLE
CIVIL SITE PLAN TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
GILBERT LATERAL PROPOSED 12" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 0+00 TO STA. 15+84
1" = 100'
A
QUANTITY
DATE
SCALE PLAN:
DRAWN BY
6
200'
100'
MATERIAL TAG
300'
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" =100'
000-03-01-234
D
MILFORD BOROUGH
32'
1066'
E IR
0
O
VE R
H
EA
D
W
IR W D EA H VE R O 28 +3
1
X
X
X
X X
X X X
X
X X
X
X X
X
30+00
' 245
50'
END STA. 31+47
00
PROPOSED 12" GILBERT LATERAL PIPELINE
5'
71
20
'
50
'
419
0+0
0
+ 15
MATCHLINE STA. 15+84
' 414
6 S-0 ATW
77
X
A
AT
ATW
X
7) 0
+0
20
-06
75 06
674 S-0
X
0
X
X
X
X
62
419
X
AD RO
76
S TW
WS
'
X
Y NT
78
-06
WS AT
77
W
AT
380
X
' 102
X
680 S-0 ATW
X
OU (C
6 S-0
X
AD
0 5+0
50'
X
RO
5'
X
0
50'
5+0
X
X
+0
25
GB-HU-001.00
D OA
0 GB-HU-002.00
0
W
X
OR LF MI
AT
X
79
06 S-
E
40'
X
D
X
0.4
X
A RO
HUNTERDON COUNTY, NEW JERSEY
0.3 ILL SV EL EG RI
P
S LIP HIL
M.P.
X
M.P.
X
10'
20'
27 +3
7 26 +2
20 +4 20 9 +5 20 3 +6 20 4 +7 20 7 +8 1
O
VE R
H
EA
D
W
IR
E
PR O ED PE G RT C EO Y EN F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R OA RI TY D EG EL LI N SV E
STATIONING
E
IL L
E
M
IL FO
R
D
R
D
465'
20+81
GB-HU-001.000 20+49
15+84
GB-HU-002.000
31+47
OWNERSHIP / FOOTAGE
60'
EXISTING OVERHEAD LINE (JERSEY CENTRAL POWER & LIGHT CO.)
LAND USE
AG
RD
UF
PROPOSED ETOWN & GILBERT INTERCONNECTS UF
OL ROW
UF
OL ROW
RD
OL ROW
OL ROW
MATERIAL & COATING
SOILS
456'
50'
550'
507'
6
9
6
8
PeoC2
PeoB
KkoD 2
13
26
5
14
30
9
18
35
10
21
36
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
PeoB
39
CLASS III
CLASS I 0.72
0.72
0.72
0.5 1480psi
500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
300'
200'
MATCHLINE STA 31+47
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 15+84
WATERBAR SPACING
NATURAL GROUND
100'
0'
SOILS
LAND USE QUANTITY
6
1006'
16+00
17+00
8
507'
9
50'
18+00
19+00
20+00
21+00
22+00
23+00
REFERENCE DRAWINGS
24+00
25+00
26+00
27+00
28+00
REVISIONS
29+00
30+00
0'
31+00
APPROVALS DATE
DRAWN
CK
APPR
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
PIPE, 12.750" OD X .375 WT, API 5L, X-52, DSAW, FBE COATED
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 12.750" OD X .375 WT, API 5L, X-52, DSAW, FBE/ARO COATED
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
TITLE
PIPE, 12.750" OD X .312 WT, API 5L, X-52, DSAW, FBE COATED
000-03-02-108
RESIDENTIAL SITE SPECIFIC
025-03-01-001
CIVIL SITE PLAN
000-03-03-058
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
GILBERT LATERAL PROPOSED 12" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 15+84 TO STA. 31+47
1" = 100'
A
DWG. NO.
DATE
SCALE PLAN:
DRAWN BY
DESCRIPTION
200'
100'
MATERIAL TAG
300'
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" =100'
000-03-01-235
D
LB-HU-A014.000 10+50
0+00
LB-HU-002.002
1590'
0.0
C EN TE R LI N E
O
F
LI N E
51
10 +
21 +
50
PR O PE R TY
W IR E VE R H EA D O 1 9+ 8
LB-HU-002.001
40'
M.P.
HUNTERDON COUNTY, NEW JERSEY
50'
0.5
21 0
200
190
180
170
160
5310+00 160
170
180
190
200
220
0 23
NJ-NHD-182
21 0
24
0
230
250
240
210
220 20 190 0
190 200 200
230
220
170
M.P.
8+ 7
5+ 2
7
1
O
C EN TE
R LI
VE R H EA D
N E
O F
W IR E
ST
ST R
EA M
STATIONING
R EA M
N J-
N H
D
-1 8
2
N JN H D -1 83
1050'
26+40
OWNERSHIP / FOOTAGE
STREAM NJ-NHD-183
18 0
19
0
0 24
MATCHLINE STA. 26+40
BEGIN STA. 0+00
25'
15+00
20+00
25+00
30+00
45'
20'
150'
200
10' ATWS-0965
25'
25'
150'
210
180
10+00
ATWS-0961
5'
10'
5+00
ATWS-0958
50'
ATWS-0959
150'
PROPOSED 36" LAMBERTVILLE LATERAL
25'
25'
ATWS-0957
25'
10'
10'
5'
10'
25'
50'
150'
150'
0 19
ATWS-0966 230
40'
40'
40'
40'
53
50'
0
9'
+0
15
2125'
PROPOSED LAMBERTVILLE LAUNCHER SITE/MLV-11
NJ-NHD-183
' 40
240
0
0
21
24
24
230
220
210
220
230
240
250
260
260
250
240
230
220
210
200
190
190
200
210
220
60
-09
WS
230
AT
0
2'
20
LB-HU-A014.000
NJ-N
LB-HU-002.002
24 0
HD-1
' 10 ' 25
5'
82
12 2'
LAND USE
250
AG
UF
OL ROW
UF
UF
OL ROW
MATERIAL & COATING 2640' 1
SOILS
LemB
PeoC2
PeoD
ROPF
LemB
LemC2
ROPF
LemC2
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480psi 500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND 300'
200'
MATCHLINE STA 26+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 0+00
WATERBAR SPACING
100'
0'
SOILS
300'
200'
100'
1+00
2+00
LAND USE
3+00
4+00
5+00
6+00
MATERIAL TAG
QUANTITY
1
2640'
DESCRIPTION
7+00
8+00
9+00
10+00
11+00
12+00
13+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
026-03-00-003 000-03-08-001 --- 002
CIVIL SITE PLAN TYPICAL CONSTRUCTION ROW DETAILS
14+00
15+00
16+00
17+00
18+00
REVISIONS
19+00
20+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
21+00
DATE
SCALE PLAN:
22+00
23+00
24+00
25+00
26+00
0'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
LAMBERTVILLE LATERAL PROPOSED 36" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 0+00 TO STA. 26+40
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" =200'
000-03-01-236
D
LB-HU-002.000 44+91
26+40
LB-HU-A014.000
44 +
26
STATIONING
M.P.
789'
C EN TE R LI 44 N +9 E O 1 F PR ST R O EA PE M R TY N JLI N N H E D -1 79
1851'
52+80
OWNERSHIP / FOOTAGE
M.P.
HUNTERDON COUNTY, NEW JERSEY
0.5
1.0 NJ-NHD-179
190
19 0
0 22
210
180
160
150
25'
50'
PROPOSED 36" LAMBER
LB-HU-002.000
10'
TVILLE LATERAL
0 19
170
190
200
18 0
150
200
STREAM NJ-NHD-183
160
200
170
180
190
EXISTING LINE TEXAS EASTERN TRANSMISSION LP
190
14 0
190
210
50'
25'
10'
45+00
40'
40'
25'
20'
50'
5'
65'
75' 465'
2125'
40'
ATWS-0966
55+0
0
70' NJ-NHD-179
ATW
S-09
40'
230
2125'
50'
50+00
30+00 50'
25+00
35+00
25'
25'
ATWS-0965
MATCHLINE STA. 52+80
150'
10'
MATCHLINE STA. 26+40
40+00
67
670'
0 21
190
150
150
0
0
160
17
18
190
20 0
230
22
0
21
0
0
23 0
240
250
21 0
22
240
0
18
0
17
200
0
24 LB-HU-A014.000
250
LAND USE
UF
AG
MATERIAL & COATING 2640' 1
SOILS
LemC2
LemD2
LemC2
LemB
LemD2
ROPF
KkoD
PepB
ROPF
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480psi 500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
300'
200'
MATCHLINE STA 52+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 26+40
WATERBAR SPACING
NATURAL GROUND
100'
0'
SOILS
300'
200'
100'
27+00
28+00
LAND USE
29+00
30+00
31+00
32+00
33+00
MATERIAL TAG
QUANTITY
1
2640'
DESCRIPTION
34+00
35+00
36+00
37+00
38+00
39+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
40+00
41+00
42+00
43+00
44+00
REVISIONS
45+00
46+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
48+00
APPROVALS DRAWN BY
NO.
47+00
DATE
SCALE PLAN:
49+00
50+00
51+00
52+00
0'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
LAMBERTVILLE LATERAL PROPOSED 36" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 26+40 TO STA. 52+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" =200'
000-03-01-237
D
OWNERSHIP / FOOTAGE
75+44
52+80
LB-HU-002.000 2264'
STATIONING
M.P.
M.P.
HUNTERDON COUNTY, NEW JERSEY
1.0
1.4 75'
18 0
190
200
210
220
0
160
17 0
17 0
170
18
PROPOSED ALGONQUIN & TETCO INTERCONNECTS
15 0
50'
0 22
75+00
50'
25'
EXISTING LINE TEXAS EASTERN TRANSMISSION LP
10'
0
0 21
0 20
19
25'
0
18
70+00 END STA. 75+44
MATCHLINE STA. 52+80
50'
25'
10'
170
65+00
55+00 60+00
20'
90'
135'
405'
40'
40'
685'
15'
670'
465'
20'
45'
25'
ATWS-0968
ATWS-0967 70'
25'
50+00
PROPOSED 36" LAMBERTVILLE LATERAL
10'
21
0
20
LB-HU-002.000
0 22 0
21 0
18 0
210
0
0
230
23
0
20
200
190
160
17
22
0
LAND USE
AG
UF AG UF
AG
UF
AG
UF
AG 15
MATERIAL & COATING 2264' 1
SOILS
PepB
KkoC
ROPF
PeoB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480psi 500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
300'
200'
MATCHLINE STA 75+44
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 52+80
WATERBAR SPACING
NATURAL GROUND
100'
200'
100'
0'
SOILS
300'
53+00
LAND USE
54+00
55+00
56+00
57+00
MATERIAL TAG
QUANTITY
1
2264'
15
1
DESCRIPTION
58+00
59+00
60+00
61+00
62+00
63+00
64+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
026-03-00-001
65+00
66+00
67+00
68+00
69+00
REVISIONS
70+00
71+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
DATE
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
SCALE PLAN:
73+00
74+00
75+00
0'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
LAMBERTVILLE LATERAL PROPOSED 36" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 52+80 TO STA. 75+76
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
CIVIL SITE PLAN
000-03-03-074 --- 075
72+00
SCALE
DRAWING NO.
REVISION
1" =200'
000-03-01-238
D
LI N E PR O PE R TY
N LI
26+40
E
R
PE
O
78
PR +
23
97
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
0.5
REDING TON RO AD
3785+ 00
0.0
TY
17 +
13 +
40
1+
M.P. I-78
23+97
0 -1 1 H D E R LI N TE EN
R
C
F
AD
243'
D
74
E G
O
O
619'
PA -N
R
R
HL-NO-031.000
ST
EN
N LI
F
IN
N
PR O 1+ PE 69 R TY 1+ E 74 D LI G N E PR E O O F PE R R OA TY D LI N E
6
ED
1+ 1
&
C
R TE
O
ED
TO G
1604'
O F
STATIONING
E
58'
HL-NO-032.000
R EA M
116'
1+74
HL-NO-033.000 1+16
0+00
HL-NO-034.000
17+78
OWNERSHIP / FOOTAGE
10+00
5+0
ATWS
-0582
0
15+0
HL-NO-032.000
0
30+00
ATW
20+00
BEGIN STA. 0+00
PA-NHD-110 8 S-05 ATW
MATCHLINE STA. 26+40
S-05 81
0
25+00 PROPOSED 24" HELLERTOWN LATERAL PIPELINE
0 +0 80 7 3
5' 19
25
'
10
'
65
'
50
'
HL-NO-032.000
LAND USE
OL ROW UF OL ROW
UF
RD
UF
UF
OL ROW
UF
WB OW
MATERIAL & COATING 85'
60'
1189'
40'
1266'
10
12
10
11
10
SOILS
UbB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
WaC 2
13
26
5
14
9 10
RzF
GmD
39
1G
10
21
36
30
1I
15
23
37
18
35
5
17
28
38
21
36
9
18
35
39
GmF
CLASS II 0.6
0.5
0.6 1480 PSIG
800'
800'
700'
700'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
600'
500'
MATCHLINE STA 26+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 0+00
WATERBAR SPACING
600'
500'
NATURAL GROUND
400'
300'
SOILS
400'
1+00
2+00
LAND USE
3+00
4+00
5+00
6+00
MATERIAL TAG
QUANTITY
10
2540'
DESCRIPTION
7+00
8+00
9+00
10+00
11+00
12+00
13+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
14+00
15+00
16+00
17+00
18+00
REVISIONS
19+00
20+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
21+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
RESIDENTIAL SITE SPECIFIC
000-03-07-006
HDD EXHIBIT PLAN AND PROFILE
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
25+00
26+00
300'
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 0+00 TO STA. 26+40
SCALE PROFILE V: 1" = 100'
60'
000-03-02-103
24+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
11
CIVIL SITE PLAN
23+00
1" = 100'
12
024-03-00-003
22+00
SCALE
DRAWING NO.
REVISION
1" =200'
000-03-01-229
D
APPLEBUTTER RD
68'
52+80
318'
1172'
PR 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 OA AP TY D P LE LI BU N E TT
ER
R D
250'
HL-NO-023.000 41+08
832'
HL-NO-024.000 40+41
HL-NO-029.000 34+72
26+40
HL-NO-031.000
37+23
OWNERSHIP / FOOTAGE
LI N E
STATIONING E
N
PR O PE R TY
TY
O
PE
LI
R
PR
40 +4 40 1 +6 40 0 +7 40 7 +9 41 3 +0 8
34 +
72
23 7+
3
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
0.5
HL-NO-022.000
1.0
HL-NO-021.000
HL-NO-028.000 HL-NO-026.000
ATWS
586
ATWS-0
-0587
40+00
45+00
35+00
MATCHLINE STA. 26+40
25+00
-0585
50+00
MATCHLINE STA. 52+80
ATWS 30+00
ATWS-0584
3
8 ATWS-05
HL-NO-024.000
55+00
HL-NO-029.000 P AP LE
PROPOSED 24" HELLERTOWN LATERAL PIPELINE
ATWS-0
585
TE
T BU
HL-NO-023.000 R
LAND USE
AD RO
HL-NO-031.000
UF
RE
RE RD
OL ROW
RE
AG
MATERIAL & COATING
SOILS
1365'
70'
1205'
10
12
10
GmF
GmD
GlC
GlB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
30
9
18
35
10
21
36
39
CLASS II 0.5
0.6
0.6
1480 PSIG 1000'
1000'
900'
900'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
800'
700'
MATCHLINE STA 52+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 26+40
WATERBAR SPACING
NATURAL GROUND
600'
500'
SOILS
800'
700'
600'
27+00
28+00
LAND USE
29+00
30+00
31+00
32+00
33+00
MATERIAL TAG
QUANTITY
10
2570'
12
70'
DESCRIPTION
34+00
35+00
36+00
37+00
38+00
39+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
000-03-02-104 --- 107
RESIDENTIAL SITE SPECIFIC
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
40+00
41+00
42+00
43+00
44+00
REVISIONS
45+00
46+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
48+00
APPROVALS DRAWN BY
NO.
47+00
DATE
SCALE PLAN:
49+00
50+00
51+00
52+00
500'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 26+40 TO STA. 52+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" =200'
000-03-01-230
D
SHERRY HILL RD
LI N E
E
N
TY
PR O PE R TY
PE
LI
F
R
E
O
62 +
+
M.P.
79+20
896'
R
AD O
O
ED
13
6 +7 67
62
04
PR 65
212'
G
67 +
LI N E PR O PE R TY 44 59 +
57 +
50
PR O PE R TY
LI N E
STATIONING
50'
HL-NO-005.000 70+24
249'
68+12
310'
HL-NO-007.000 67+62
259'
HL-NO-008.000
PR O 67 PE +8 R 7 68 TY +1 C LI E 2 N N E PR TE R O L PE IN R EO TY F LI S H N E ER & R ED Y G HIL E O LR 70 F D +2 R O 4 AD PR O PE R TY LI N E
194'
HL-NO-009.000 65+13
470'
HL-NO-010.000 62+04
HL-NO-011.000 57+50
52+80
HL-NO-023.000
59+44
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
1.0
1.5
S-
AT
96 05
W
75+00
ATWS -0595 00
+ 70
S05 9
3
55+00
AT W
50+00
MATCHLINE STA. 79+20
MATCHLINE STA. 52+80
HL-NO-011.000
ATWS-0585
ATWS
-0594
HL-NO-005.000
010515_JC_1000_I_MI
80+
00
PROPOSED 24" HELLERTOWN LATERAL PIPELINE 60+ 00
90
05
W
S-
AT
HL-NO-023.000
0
SW AT
010515_JC_1001_E_MI
8 58
HL-NO-007.000 65+ 00
SH
ER
HL-NO-009.000
LAND USE
AG
RY
HL-NO-008.000
UF
RD
UF
RD
HI
LL
RO
AD
UF
AG
MATERIAL & COATING
SOILS
GlB
GlC
1457'
50'
1133'
10
12
10
GnD
GmF
GnD
GlC
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CaB
2
13
26
5
14
30
9
18
35
10
21
36
CnB
GmF
GlB
39
CLASS II 0.6
0.5
0.6
1480 PSIG 900'
900'
800'
800'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
700'
600'
MATCHLINE STA 79+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 52+80
WATERBAR SPACING
NATURAL GROUND
500'
400'
SOILS
700'
600'
500'
53+00
54+00
55+00
LAND USE
56+00
57+00
58+00
59+00
MATERIAL TAG
QUANTITY
10
2590'
12
50'
DESCRIPTION
60+00
61+00
62+00
63+00
64+00
65+00
66+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
000-03-02-107 000-03-08-001 --- 002
RESIDENTIAL SITE SPECIFIC TYPICAL CONSTRUCTION ROW DETAILS
67+00
68+00
69+00
70+00
REVISIONS
71+00
72+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
74+00
APPROVALS DRAWN BY
NO.
73+00
DATE
SCALE PLAN:
75+00
76+00
77+00
78+00
79+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 52+80 TO STA. 79+20
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" =200'
000-03-01-231
D
M.P.
79'
55
10 4+ 81
PR O
PR O PE R TY
PE R TY
LI N E
LI N E
1026'
105+60
HL-NO-002.000
94 +
90 +
26
STATIONING
197'
C EN TE R LI 90 N E +9 O 6 F C FO EN R TE EI G R N LI TR N E AN O F SM FO IS R SI EI O G N N PI TR PE A 92 LI N SM N +5 E 8 IS S PR IO N O PE PI PE R TY LI N LI E N E
1338'
HL-NO-003.000 104+81
HL-NO-004.000 92+58
79+20
HL-NO-005.000
94+55
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
1.5
2.0
110+00
75+00 HL-NO-003.000 0 105+0
80+ 00 HL-NO-005.000 ATWS-0 594
7
S-059
ATW
PROPOSED 24" HELLERTOWN LATERAL PIPELINE
100 _E_MI 010515_JC_1001
+00
MATCHLINE STA. 105+60
MATCHLINE STA. 79+20
85+ 00
92
95+
ATW
S-0 59
ATW S-0
S-05 ATW
00
1
HL-NO-002.000
589 90+
00
EXISTING GAS LINE (COLUMBIA GAS TRANSMISSION CORP) HL-NO-004.000
EXISTING GAS LINE (PPL CORP)
LAND USE
AG
UF
AG
UF
OL ROW
UF
OL ROW
OL ROW
MATERIAL & COATING 2640' 10
SOILS
GlB
GmD
GlC
GmF
GlC
UgD
GmF
GmD
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II
CLASS I
0.6
0.72 1480 PSIG
800'
800'
700'
700'
T
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
600'
500'
MATCHLINE STA 105+60
SLOPE (%)
SPACING (FT)
TRENCH PLUG SPACING
MATCHLINE STA 79+20
WATERBAR SPACING
400'
300'
SOILS
600'
500'
400'
80+00
81+00
LAND USE
82+00
83+00
84+00
85+00
86+00
MATERIAL TAG
QUANTITY
10
2640'
DESCRIPTION
87+00
88+00
89+00
90+00
91+00
92+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
93+00
94+00
95+00
96+00
97+00
REVISIONS
98+00
99+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
100+00
DATE
SCALE PLAN:
101+00
102+00
103+00
104+00
105+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 79+20 TO STA. 105+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" =200'
000-03-01-232
D
OWNERSHIP / FOOTAGE
112+93
105+60
HL-NO-002.000 733'
10 6+ 69
O VE R H EA D
W IR E
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
2.0
2.1
XX
X
XX
XX
XX
01
-1
AR
END STA. 112+93 X X
XX XX XX
XX
XX
XX
XX
XX
XX
95+00
110+00
XX
100+00
XX
XX
MATCHLINE STA. 105+60
X
XX
105+00
XX
XX
MBIA EX GAS TRAN ISTING G AS L SMIS INE SION COR P)
XX
(COL U
XX
XX
ATWS-0597 XX
ATWS-0592
PROPOSED 24" HELLERTOWN LATERAL PIPELINE
HL-NO-002.000
PROPOSED TCO & UGI-LEH INTERCONNECTS
LAND USE
OL ROW
UF
OL ROW
CI
MATERIAL & COATING 733' 10
SOILS
GmD
GnD
GmF
GnD
UpB
GlC
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480 PSIG 700'
700'
600'
600'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
500'
400'
MATCHLINE STA 112+93
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 105+60
WATERBAR SPACING
NATURAL GROUND
300'
LAND USE
MATERIAL TAG
QUANTITY
10
733'
DESCRIPTION
106+00
107+00
108+00
109+00
110+00
111+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 24.000" OD X .500 WT, API 5L, X-60, DSAW, FBE COATED
024-03-00-001 000-03-08-001 --- 002
400'
300'
200'
SOILS
500'
CIVIL SITE PLAN TYPICAL CONSTRUCTION ROW DETAILS
112+00
200'
REVISIONS
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
DATE
SCALE PLAN:
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
HELLERTOWN LATERAL PROPOSED 24" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 105+60 TO STA. 112+93
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'
000-03-01-233
D
PHILLIPS RD
1001'
15+84
42'
GB-HU-002.000 364'
E LI N
IR
TY
W D
PE
R
EA H
PR
O
VE R
12 +2
0
O 9+ 06
0' W
15
AT
1+ 77 1+ 83 1+ 90 2+ 08 2+ 19
STATIONING
E
PR O ED PE G RT C EO Y EN F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R O A PH TY D IL LI LI 3+ PS N 54 E R D C EN TE R LI N E O F ST R EA M N JN H
D
-1 2
4
177'
2+19
GB-HU-003.000 1+77
0+00
PE-HU-029.000
12+20
OWNERSHIP / FOOTAGE
M.P.
S06
M.P.
HUNTERDON COUNTY, NEW JERSEY
0.0
83
0.4
5'
PE-HU-A032.000
10 '
EXISTING OVERHEAD LINE (JERSEY CENTRAL POWER & LIGHT CO.)
50 '
RO PH ILL IPS
10
'
S-0 68 1
28 9'
25
5'
AT W
82 '
24
W S06
24 3'
AT
AD
WETLAND NJDEP-023
GB-HU-002.000
PROPOSED GILBERT LATERAL TAP SITE/MLV-9
20 '
GB-HU-003.000 10
2'
AT W S-
40 '
06 80
5'
50
'
50 '
PE-HU-029.000
PROPOSED 12" GILBERT LATERAL PIPELINE
STREAM NJ-NHD-128
50 '
40
'
PROPOSED 36" PENNEAST PIPELINE
715
'
20 '
STREAM NJ-NHD-124
41
50'
4'
AT WS
STREAM NJ-NHD-129
20'
STREAM NJ-NHD-126
60'
25'
BEGIN STA. 0+00
77
STREAM NJ-NHD-127
5' GB-HU-004.000
AT
WS -
06
38 0'
LAND USE
AG
MATCHLINE STA. 15+84
-06
RD
74
AG
MATERIAL & COATING
SOILS
168'
60'
106'
40'
1210'
6
9
6
7
6
RorAt
PeoB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
30
9
18
35
10
21
36
KkoD
PeoC2
39
CLASS I 0.72
0.5
0.72 1480psi
500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
300'
200'
MATCHLINE STA 15+84
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 0+00
WATERBAR SPACING
NATURAL GROUND
100'
0'
SOILS
LAND USE
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
REFERENCE DRAWINGS
9+00
10+00
11+00
12+00
REVISIONS
13+00
14+00
0'
15+00
APPROVALS DATE
DRAWN
CK
APPR
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
PIPE, 12.750" OD X .312 WT, API 5L, X-52, DSAW, FBE/ARO COATED
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 12.750" OD X .375 WT, API 5L, X-52, DSAW, FBE/ARO COATED
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
1484'
PIPE, 12.750" OD X .312 WT, API 5L, X-52, DSAW, FBE COATED
7
40'
9
60'
DESCRIPTION
DWG. NO.
025-03-00-003 000-03-08-001 --- 002
TITLE
CIVIL SITE PLAN TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
GILBERT LATERAL PROPOSED 12" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 0+00 TO STA. 15+84
1" = 100'
A
QUANTITY
DATE
SCALE PLAN:
DRAWN BY
6
200'
100'
MATERIAL TAG
300'
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" =100'
000-03-01-234
D
MILFORD BOROUGH
32'
1066'
E IR
0
O
VE R
H
EA
D
W
IR W D EA H VE R O 28 +3
1
X
X
X
X X
X X X
X
X X
X
X X
X
30+00
' 245
50'
END STA. 31+47
00
PROPOSED 12" GILBERT LATERAL PIPELINE
5'
71
20
'
50
'
419
0+0
0
+ 15
MATCHLINE STA. 15+84
' 414
6 S-0 ATW
77
X
A
AT
ATW
X
7) 0
+0
20
-06
75 06
674 S-0
X
0
X
X
X
X
62
419
X
AD RO
76
S TW
WS
'
X
Y NT
78
-06
WS AT
77
W
AT
380
X
' 102
X
680 S-0 ATW
X
OU (C
6 S-0
X
AD
0 5+0
50'
X
RO
5'
X
0
50'
5+0
X
X
+0
25
GB-HU-001.00
D OA
0 GB-HU-002.00
0
W
X
OR LF MI
AT
X
79
06 S-
E
40'
X
D
X
0.4
X
A RO
HUNTERDON COUNTY, NEW JERSEY
0.3 ILL SV EL EG RI
P
S LIP HIL
M.P.
X
M.P.
X
10'
20'
27 +3
7 26 +2
20 +4 20 9 +5 20 3 +6 20 4 +7 20 7 +8 1
O
VE R
H
EA
D
W
IR
E
PR O ED PE G RT C EO Y EN F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R OA RI TY D EG EL LI N SV E
STATIONING
E
IL L
E
M
IL FO
R
D
R
D
465'
20+81
GB-HU-001.000 20+49
15+84
GB-HU-002.000
31+47
OWNERSHIP / FOOTAGE
60'
EXISTING OVERHEAD LINE (JERSEY CENTRAL POWER & LIGHT CO.)
LAND USE
AG
RD
UF
PROPOSED ETOWN & GILBERT INTERCONNECTS UF
OL ROW
UF
OL ROW
RD
OL ROW
OL ROW
MATERIAL & COATING
SOILS
456'
50'
550'
507'
6
9
6
8
PeoC2
PeoB
KkoD 2
13
26
5
14
30
9
18
35
10
21
36
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
PeoB
39
CLASS III
CLASS I 0.72
0.72
0.72
0.5 1480psi
500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
300'
200'
MATCHLINE STA 31+47
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 15+84
WATERBAR SPACING
NATURAL GROUND
100'
0'
SOILS
LAND USE QUANTITY
6
1006'
16+00
17+00
8
507'
9
50'
18+00
19+00
20+00
21+00
22+00
23+00
REFERENCE DRAWINGS
24+00
25+00
26+00
27+00
28+00
REVISIONS
29+00
30+00
0'
31+00
APPROVALS DATE
DRAWN
CK
APPR
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
PIPE, 12.750" OD X .375 WT, API 5L, X-52, DSAW, FBE COATED
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 12.750" OD X .375 WT, API 5L, X-52, DSAW, FBE/ARO COATED
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
TITLE
PIPE, 12.750" OD X .312 WT, API 5L, X-52, DSAW, FBE COATED
000-03-02-108
RESIDENTIAL SITE SPECIFIC
025-03-01-001
CIVIL SITE PLAN
000-03-03-058
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
GILBERT LATERAL PROPOSED 12" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 15+84 TO STA. 31+47
1" = 100'
A
DWG. NO.
DATE
SCALE PLAN:
DRAWN BY
DESCRIPTION
200'
100'
MATERIAL TAG
300'
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" =100'
000-03-01-235
D
LB-HU-A014.000 10+50
0+00
LB-HU-002.002
1590'
0.0
C EN TE R LI N E
O
F
LI N E
51
10 +
21 +
50
PR O PE R TY
W IR E VE R H EA D O 1 9+ 8
LB-HU-002.001
40'
M.P.
HUNTERDON COUNTY, NEW JERSEY
50'
0.5
21 0
200
190
180
170
160
5310+00 160
170
180
190
200
220
0 23
NJ-NHD-182
21 0
24
0
230
250
240
210
220 20 190 0
190 200 200
230
220
170
M.P.
8+ 7
5+ 2
7
1
O
C EN TE
R LI
VE R H EA D
N E
O F
W IR E
ST
ST R
EA M
STATIONING
R EA M
N J-
N H
D
-1 8
2
N JN H D -1 83
1050'
26+40
OWNERSHIP / FOOTAGE
STREAM NJ-NHD-183
18 0
19
0
0 24
MATCHLINE STA. 26+40
BEGIN STA. 0+00
25'
15+00
20+00
25+00
30+00
45'
20'
150'
200
10' ATWS-0965
25'
25'
150'
210
180
10+00
ATWS-0961
5'
10'
5+00
ATWS-0958
50'
ATWS-0959
150'
PROPOSED 36" LAMBERTVILLE LATERAL
25'
25'
ATWS-0957
25'
10'
10'
5'
10'
25'
50'
150'
150'
0 19
ATWS-0966 230
40'
40'
40'
40'
53
50'
0
9'
+0
15
2125'
PROPOSED LAMBERTVILLE LAUNCHER SITE/MLV-11
NJ-NHD-183
' 40
240
0
0
21
24
24
230
220
210
220
230
240
250
260
260
250
240
230
220
210
200
190
190
200
210
220
60
-09
WS
230
AT
0
2'
20
LB-HU-A014.000
NJ-N
LB-HU-002.002
24 0
HD-1
' 10 ' 25
5'
82
12 2'
LAND USE
250
AG
UF
OL ROW
UF
UF
OL ROW
MATERIAL & COATING 2640' 1
SOILS
LemB
PeoC2
PeoD
ROPF
LemB
LemC2
ROPF
LemC2
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480psi 500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND 300'
200'
MATCHLINE STA 26+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 0+00
WATERBAR SPACING
100'
0'
SOILS
300'
200'
100'
1+00
2+00
LAND USE
3+00
4+00
5+00
6+00
MATERIAL TAG
QUANTITY
1
2640'
DESCRIPTION
7+00
8+00
9+00
10+00
11+00
12+00
13+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
026-03-00-003 000-03-08-001 --- 002
CIVIL SITE PLAN TYPICAL CONSTRUCTION ROW DETAILS
14+00
15+00
16+00
17+00
18+00
REVISIONS
19+00
20+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
21+00
DATE
SCALE PLAN:
22+00
23+00
24+00
25+00
26+00
0'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
LAMBERTVILLE LATERAL PROPOSED 36" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 0+00 TO STA. 26+40
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" =200'
000-03-01-236
D
LB-HU-002.000 44+91
26+40
LB-HU-A014.000
44 +
26
STATIONING
M.P.
789'
C EN TE R LI 44 N +9 E O 1 F PR ST R O EA PE M R TY N JLI N N H E D -1 79
1851'
52+80
OWNERSHIP / FOOTAGE
M.P.
HUNTERDON COUNTY, NEW JERSEY
0.5
1.0 NJ-NHD-179
190
19 0
0 22
210
180
160
150
25'
50'
PROPOSED 36" LAMBER
LB-HU-002.000
10'
TVILLE LATERAL
0 19
170
190
200
18 0
150
200
STREAM NJ-NHD-183
160
200
170
180
190
EXISTING LINE TEXAS EASTERN TRANSMISSION LP
190
14 0
190
210
50'
25'
10'
45+00
40'
40'
25'
20'
50'
5'
65'
75' 465'
2125'
40'
ATWS-0966
55+0
0
70' NJ-NHD-179
ATW
S-09
40'
230
2125'
50'
50+00
30+00 50'
25+00
35+00
25'
25'
ATWS-0965
MATCHLINE STA. 52+80
150'
10'
MATCHLINE STA. 26+40
40+00
67
670'
0 21
190
150
150
0
0
160
17
18
190
20 0
230
22
0
21
0
0
23 0
240
250
21 0
22
240
0
18
0
17
200
0
24 LB-HU-A014.000
250
LAND USE
UF
AG
MATERIAL & COATING 2640' 1
SOILS
LemC2
LemD2
LemC2
LemB
LemD2
ROPF
KkoD
PepB
ROPF
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480psi 500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
300'
200'
MATCHLINE STA 52+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 26+40
WATERBAR SPACING
NATURAL GROUND
100'
0'
SOILS
300'
200'
100'
27+00
28+00
LAND USE
29+00
30+00
31+00
32+00
33+00
MATERIAL TAG
QUANTITY
1
2640'
DESCRIPTION
34+00
35+00
36+00
37+00
38+00
39+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
40+00
41+00
42+00
43+00
44+00
REVISIONS
45+00
46+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
48+00
APPROVALS DRAWN BY
NO.
47+00
DATE
SCALE PLAN:
49+00
50+00
51+00
52+00
0'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
LAMBERTVILLE LATERAL PROPOSED 36" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 26+40 TO STA. 52+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" =200'
000-03-01-237
D
OWNERSHIP / FOOTAGE
75+44
52+80
LB-HU-002.000 2264'
STATIONING
M.P.
M.P.
HUNTERDON COUNTY, NEW JERSEY
1.0
1.4 75'
18 0
190
200
210
220
0
160
17 0
17 0
170
18
PROPOSED ALGONQUIN & TETCO INTERCONNECTS
15 0
50'
0 22
75+00
50'
25'
EXISTING LINE TEXAS EASTERN TRANSMISSION LP
10'
0
0 21
0 20
19
25'
0
18
70+00 END STA. 75+44
MATCHLINE STA. 52+80
50'
25'
10'
170
65+00
55+00 60+00
20'
90'
135'
405'
40'
40'
685'
15'
670'
465'
20'
45'
25'
ATWS-0968
ATWS-0967 70'
25'
50+00
PROPOSED 36" LAMBERTVILLE LATERAL
10'
21
0
20
LB-HU-002.000
0 22 0
21 0
18 0
210
0
0
230
23
0
20
200
190
160
17
22
0
LAND USE
AG
UF AG UF
AG
UF
AG
UF
AG 15
MATERIAL & COATING 2264' 1
SOILS
PepB
KkoC
ROPF
PeoB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I 0.72 1480psi 500'
500'
400'
400'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
300'
200'
MATCHLINE STA 75+44
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 52+80
WATERBAR SPACING
NATURAL GROUND
100'
200'
100'
0'
SOILS
300'
53+00
LAND USE
54+00
55+00
56+00
57+00
MATERIAL TAG
QUANTITY
1
2264'
15
1
DESCRIPTION
58+00
59+00
60+00
61+00
62+00
63+00
64+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
026-03-00-001
65+00
66+00
67+00
68+00
69+00
REVISIONS
70+00
71+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
DATE
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
SCALE PLAN:
73+00
74+00
75+00
0'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
LAMBERTVILLE LATERAL PROPOSED 36" PIPELINE HUNTERDON COUNTY, NEW JERSEY STA. 52+80 TO STA. 75+76
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
CIVIL SITE PLAN
000-03-03-074 --- 075
72+00
SCALE
DRAWING NO.
REVISION
1" =200'
000-03-01-238
D
