northampton county, pennsylvania
STATE RTE 987 / MONOCACY DR
31 78 31 +1 78 4 +2 ED 6 G ED E O G F E D O RI F V D EW R IV AY EW AY
31 81 31 +0 81 7 31 +3 PR O 81 8 +6 C PE E 4 N RT PR TE Y O RL LIN PE IN E R EO TY F LI RA N E ILR
O
STATIONING
M.P.
40'
3194+40
118'
PE-NO-087.000
3184+48
3184+08
3182+90
126'
PE-NO-086.000
992'
31 82 31 +8 82 8 31 +9 CE N 83 0 +1 PR TE 2 O RL C PE INE EN R TE TY OF R LIN ST LI N E RE 31 E AM 84 O F PA 31 +0 ST 84 8 -N R H EA 31 +1 PR D O 84 1 -0 M P 91 05 31 +2 ED ER 6 1 G T 84 2 15 31 +3 CE E O Y L _J N F IN 84 4 C T R E +4 ED E O _1 R 8 00 G L AD 5_ PR E O INE P_ O F O PE R F IN R O A ST TY D A TE LI N R E TE 98 7
57'
AD
1307'
PE-NO-085.000
3181+64
PE-NO-084.000
3181+07
PE-NO-082.000
3168+00
OWNERSHIP / FOOTAGE
NORTHAMPTON COUNTY, PENNSYLVANIA
60.0
M.P.
60.5
PE-NO-079.000 PE-NO-084.000 PE-NO-085.000
PE-NO-087.000 31
65
PA-NHD-091
+0
0
HIP NS W O HIP ET NS R W O O MO NT LE L A ST EA
NWI-014
81 ATWS-04
MATCHLINE STA. 3194+40
MATCHLINE STA. 3168+00
3195+00 481
ATWS-0 3170 +
00
DR ATW
0
IV
S-04
3190+0
EW
7 ATWS-04
AY
76
8
3185+00
3175
+00
82
ATWS-04
80
ATWS-04
3180+00 79
ATWS-04
N
051215_JC_1004_D_MI 77
LLE
TA
STAT
ATWS-04
S EA
H
UG
RO
O HB
T
BA
E RTE 987 /
PE-NO-082.000
HIP
NS
W TO
PE-NO-086.000
CACY
MONO
051215_JC_1005_P_IN
DR
051215_JC_1005_P_IN PA-NHD-089
PA-NHD-091
PE-NO-083.000
LAND USE
AG
RD
AG
UF
AG
UF
WB OW
UF
RD
UF
AG
MATERIAL & COATING
SOILS
BkF
1306'
60'
99'
70'
68'
50'
987'
3
4
3
4
3
4
3
BkD
BkC
BkD 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S
Ho
39
BkD
BkF
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
BkC
BkB
BkC
39
CLASS III 0.5 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 3194+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3168+00
WATERBAR SPACING
NATURAL GROUND
400'
300'
SOILS
600'
500'
400'
3169+00
3170+00
LAND USE
3171+00
3172+00
3173+00
3174+00
MATERIAL TAG
QUANTITY
3
2460'
4
180'
DESCRIPTION
3175+00
3176+00
3177+00
3178+00
3179+00
3180+00
3181+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
3182+00
3183+00
3184+00
3185+00
3186+00
REVISIONS
3187+00
3188+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
3189+00
DATE
SCALE PLAN:
3190+00
3191+00
3192+00
3193+00
3194+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3168+00 TO STA. 3194+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" = 100'
000-03-01-121
D
MOORESTOWN DR / STATE RTE 512
216'
O
PE
R TY
LI N
E
1376'
M.P.
32 07
+0 4
31 98 31 +7 98 9 31 +8 98 4 31 +8 99 9 31 +1 99 3 31 +3 99 5 31 +4 99 1 31 +5 99 6 +5 8
PR
PR
STATIONING
3220+80
417'
PE-NO-095.000
3207+04
130'
PE-NO-094.000
3204+88
52'
PE-NO-093.000
3200+71
3199+41
10'
PE-NO-090.000
O ED PE G RT PR E O Y O F L IN C PE RO E EN R A T ED TE Y D G RL L I N PR E O INE E O F O C PE RO F M EN R A O T O O TE Y D R VE R L I ES 32 R LIN NE TO H E 00 E W +7 AD O F N 1 ST W D PR R IR R /S E EA O PE TA M R TE 09 TY 03 R LI 14 TE N _D E 51 B_ 2 10 05 _E _M I 32 02 +2 6 EN 32 TE 02 R /E + 32 7 XI 02 3 T +8 C W E 5 ET N EN TE LA R N TE L 32 D IN R 03 /E EO +4 X 5 IT F S W TR C EN ET E TE LA AM R N 0 LI D 90 N 31 E 4_ O F D ST B_ 10 R EA 07 M _E 0 _M 90 32 I 31 04 4_ +8 D 8 B_ PR 10 O 06 PE _I R _M TY I LI N E
439'
3198+89
PE-NO-089.000
3198+79
PE-NO-087.000
3194+40
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
60.5
61.0
PE-NO-095.000 MOOR
PE-NO-087.000
WN ESTO DR / H WY 51
PE-NO-089.000
2
090314_DB_1007_E_MI PE-NO-094.000
MATCHLINE STA. 3220+80
090314_DB_1006_I_MI
MATCHLINE STA. 3194+40
ATWS-0481
ATWS-0483
ATWS-0486
3195+00
3220+00 3215+00
3200+00
3210+00
3205+00 ATWS-0482 ATWS-0484
ATWS-0485
PE-NO-089.000 090314_DB_004_PEM
PE-NO-093.000
PE-NO-090.000
090314_DB_1006_I_MI
SHIP TOWN LLEN A T S EA UGH BORO BATH
090314_DB_1005_E_MI
LAND USE
AG
UF
RD
RE
UF
AG
UF
AG
MATERIAL & COATING
SOILS
370'
70'
70'
30'
273'
40'
32'
40'
1715'
3
1
4
2
1
2
1
2
1
BkC
ClB
BfB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
1G
10
21
36
1I
18
34
1G
10
21
36
1G
10
21
36
30
1I
15
23
37
5
21
36
1I
15
23
37
1I
15
23
37
18
35
4
17
28
38
9
32
39
4
17
28
38
4
17
28
38
21
36
9
18
35
39
10
33
9
18
35
39
9
18
35
39
2
13
26
5
14
9 10
39
WkD
BfB
BkC
BfB
CLASS II
CLASS III 0.5
0.6
0.5
0.6 1480 PSIG
800'
800'
700'
700'
T
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
600'
500'
MATCHLINE STA 3220+80
WATERBAR SPACING
MATCHLINE STA 3194+40
E
IP NSH TOW E R IP MOO NSH TOW N E L AL AST
400'
300'
SOILS
600'
500'
400'
3195+00
3196+00
LAND USE
3197+00
3198+00
3199+00
3200+00
3201+00
MATERIAL TAG
QUANTITY
1
2090'
2
110'
3
370'
4
70'
3202+00
3203+00
3204+00
3205+00
3206+00
3207+00
REFERENCE DRAWINGS
3208+00
3209+00
3210+00
3211+00
3212+00
REVISIONS
3213+00
3214+00
3215+00
APPROVALS DATE
DRAWN
CK
APPR
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE 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
DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3217+00
3218+00
3219+00
3220+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3194+40 TO STA. 3220+80
1" = 100'
DRAWN BY
DESCRIPTION
DATE
SCALE PLAN:
3216+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-122
D
PENN DIXIE RD
3247+20
201'
163'
PR
32 43 32 +0 43 8 32 +0 43 9 32 +2 43 8 32 +3 43 2 +5 6
M.P.
M
32 45 32 +2 45 0 +5 C 7 EN PR TE O RL PE IN R EO TY F L I ST N E RE A
O ED PE G RT ED E O Y G F LIN C E O RO E EN F A PR TE RO D O RL A D PE IN R EO TY F LI PE N E NN
E LI N R TY PE O PR +4 1 32 29
32 26
+1 3
PR
O
PE
R TY
LI N
E
D
STATIONING
11
IX IE
12
R D
14 _
JC _1
00
4_ P
_I M
48'
PE-NO-101.000
3245+57
1367'
PE-NO-100.000
3243+56
328'
3243+08
533'
PE-NO-098.000
3229+41
PE-NO-096.000
3226+13
PE-NO-095.000
3220+80
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
61.0
61.5
STREAM PA-NHD-092 PE-NO-095.000
PE-NO-101.000 PE-NO-099.000 STREAM PA-NHD-093
STREAM 111214_JC_1004_P_IM
PE-NO-095.000
ATWS-0490
MATCHLINE STA. 3220+80
3220+00
ATWS-0486 3245+00 3240+00
3235+00
3225+00
3230+00
AT
ATWS-0489
ATWS-0487
WS -0
49
1
MATCHLINE STA. 3247+20
ATWS-0493
ATWS-0488
32
50
WETLAND 111214_JC_003_PEM
+0
0
ND
PEN
PE-NO-098.000
IXIE RD PE-NO-100.000
ST PA-NH REAM D-092
LAND USE
AG
UF
AG
UF
AG
UF
AG
RE RD
RE
AG
UF
WB OW
UF
AG 14
MATERIAL & COATING
SOILS
1320'
528'
374'
60'
138'
40'
180'
1
3
1
4
1
2
1
BkA
BfB
WkB
WkC
WkD
BkF
CpA
WkD 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II
CLASS III
0.6
0.5
CpA
BtA 39
1G
10
21
36
30
1I
15
23
37
18
35
5
17
28
38
21
36
9
18
35
39
CLASS II 0.6
0.5
0.6
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 3247+20
SLOPE (%)
SPACING (FT)
TRENCH PLUG SPACING
MATCHLINE STA 3220+80
WATERBAR SPACING
400'
300'
SOILS
600'
500'
400'
3221+00
3222+00
3223+00
LAND USE
3224+00
3225+00
3226+00
3227+00
MATERIAL TAG
QUANTITY
1
2012'
2
40'
3
528'
4
60'
14
1
3228+00
3229+00
3230+00
3231+00
3232+00
3233+00
3234+00
REFERENCE DRAWINGS
3235+00
3236+00
3237+00
3238+00
REVISIONS
3239+00
3240+00
3241+00
3242+00
APPROVALS DATE
DRAWN
CK
APPR
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE 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
DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3244+00
3245+00
3246+00
3247+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3220+80 TO STA. 3247+20
1" = 100'
DRAWN BY
DESCRIPTION
DATE
SCALE PLAN:
3243+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-123
D
MICHAELS SCHOOL ROAD
55'
O ED PE G RT C EO Y EN F L I N ED TE RO E G RL A D PR E O INE O F O PE R F R O A MI TY D C H LI AE N LS E
SC H
O
O
L
R
D
48'
3273+60
1693'
PE-NO-A166.000
3273+05
844'
3272+57
PE-NO-100.000
3255+64
PE-NO-101.000
3247+20
OWNERSHIP / FOOTAGE
32 55
+6 4
32 72 32 +5 72 7 32 +5 72 9 32 +7 72 9 32 +8 73 2 +0 5
PR
PR
O
PE
R TY
LI N
E
STATIONING
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
M.P.
62.0
MIC
61.5
HA EL SS
PE-NO-101.000
PE-NO-A166.000
CH
495
OO
0493
OA D
ATWS
ATWS-0
LR
-0490 ATWS
495 ATWS-0
0
3275+0 00
3245+
ATW
0
3270+0 325
0+0 0
MATCHLINE STA. 3273+60
-0489 ATWS
496
494
ATWS-0
0 3265+0
93 -04
WS AT 325
0
3260+0
5+0
ATWS-0
328
MATCHLINE STA. 3247+20
S-04 91
0
0
0+0
92
-04
WS AT
LAND USE
AG
PE-NO-100.000
UF
AG
RD
UF
AG
16
MATERIAL & COATING
SOILS
CpA
DuB
2429'
102'
60'
49'
1
3
4
3
ClB
DuB
DuA
UoB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
30
9
18
35
10
21
36
CLASS II
CLASS I
CLASS II
CLASS III
0.6
0.72
0.6
0.5
39
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
NATURAL GROUND
500'
400'
MATCHLINE STA 3273+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3247+20
WATERBAR SPACING
300'
200'
SOILS
500'
400'
300'
3248+00
3249+00
LAND USE
3250+00
3251+00
3252+00
3253+00
3254+00
MATERIAL
3255+00
3256+00
3257+00
3258+00
3260+00
REFERENCE DRAWINGS
3265+00
3266+00
3267+00
3268+00
APPROVALS DRAWN
CK
APPR
QPS
QPS
QPS
HMM
9/23/2015
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
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
3
151'
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
4
60'
16
1
D
REVISIONS
3269+00
3270+00
3271+00
3272+00
3273+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3247+20 TO STA. 3273+60
1" = 100'
DATE
NO.
DATE
SCALE PLAN:
11/4/2014
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
TYPICAL CONSTRUCTION ROW DETAILS
3264+00
ISSUED FOR DRAFT RESOURCE REPORT 1
2429'
000-03-08-001 --- 002
3263+00
A
QUANTITY
TITLE
3262+00
DRAWN BY
1
DWG. NO.
3261+00 REVISIONS
TAG
DESCRIPTION
3259+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-124
D
STATE RTE 248 / BATH PIKE
779'
PE-NO-102.004
3300+00
45'
3299+25
206'
PE-NO-102.003
3291+46
33'
3291+01
3288+95
178'
PE-NO-102.002
75'
32 86
32 78
M.P.
E LI N R TY PE O +2 5
+8 4
+9 0
3 +4
81 32
32 99
O PR
PR
O
EN
C
PR
-0 9 D -N H PE
PE
R TE
32 90 32 +9 90 3 32 +9 91 7 32 +0 91 1 32 +2 91 2 32 +3 91 2 +4 6
R TY
R TY
N
LI
32 88 32 +6 88 2 32 +9 PR O 89 5 +1 PR PE 4 O RT C PE Y EN R LI TE TY NE R LIN LI N E E O F
LI N
E
E
ST
R EA
M
R
32 81 32 +1 81 8 +2 PR 8 O ED PE 32 G RT 81 E Y 32 +5 O LI F N 81 5 R E +7 ED O 0 AD G PR E O O F PE R R OA TY D LI N E
LI N
E
F O
E AT T S
A /B
PA
TE
STATIONING
8 24
KE PI 4
TH
C EN PR TE O R ED PE LIN G RT E C E O Y OF EN F LI F N O ED TER RO E RE A IG L G D N PR E O INE D IS O F OF TR PE R G O IB R A U TY D N U TI C LI O L N U N E B PI R PE D
LI N
E
514'
PE-NO-102.000
3288+62
52'
PE-NO-103.001
3286+84
228'
PE-NO-103.000
3281+70
530'
3281+18
PE-NO-100.006
3278+90
PE-NO-A166.000
3273+60
OWNERSHIP / FOOTAGE
GUN CLUB RD
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
62.0
62.5
PE-NO-A166.000
95
4 S-0
W AT
PA-NHD-094
PE-NO-102.004
9 -04 WS T A
5
PE-NO-A166.000
0 5+0 327
ATWS-0506
5
50 S-0
3295+00
3300+00
504
S-0 ATW
0 0+0
500
97 04 S-
S-0 ATW
329
3
50 S-0
ATW
M
9
S EL HA IC
49 S-0 ATW
ATW
3305+00
MATCHLINE STA. 3300+00
2
-050
S ATW
W
A
496
AT
0
S-0
W AT
0 +0 80 32
494 S-0 TW
0+0
327
MATCHLINE STA. 3273+60
ATW
PE-NO-102.003
501
S-0
H SC
PE-NO-102.002
00
L
OO
5+ 328
AD
RO
PE-NO-103.001
498 S-0 ATW
LAND USE
AG
UF
RE
UF RE RD
PA-NHD-094 PE-NO-103.000
UF
20
RE
UF
CI
RD
UF
AG
UF
AG
20
MATERIAL & COATING
SOILS
749'
70'
237'
317'
162'
40'
159'
60'
212'
634'
3
4
3
1
3
4
3
4
3
1
RyB
UoB
ClB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CpA
UoB 2
13
26
5
14
9 10
ClA
39
2
13
26
30
5
14
18
35
9
21
36
10
DuB
39
2
13
26
30
5
14
30
18
35
9
18
35
21
36
10
21
36
39
CLASS III
CLASS II
CLASS III
CLASS II
0.5
0.6
0.5
0.6
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'
NATURAL GROUND
MATCHLINE STA 3300+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3273+60
WATERBAR SPACING
300'
200'
SOILS
500'
400'
300'
3274+00
3275+00
LAND USE
3276+00
3277+00
3278+00
3279+00
3280+00
MATERIAL
3281+00
3282+00
3283+00
3284+00
3286+00
REFERENCE DRAWINGS
3293+00
3294+00
3295+00
APPROVALS CK
APPR
QPS
QPS
HMM
9/23/2015
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
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
1519'
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
170'
20
2
D
REVISIONS
3296+00
3297+00
3298+00
3299+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3273+60 TO STA. 3300+00
1" = 100'
QPS
NO.
DATE
SCALE PLAN:
DRAWN
4
000-03-08-001 --- 002
3292+00
DATE
3
000-03-04-003
3291+00
11/4/2014
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
000-03-02-052 --- 053
3290+00
ISSUED FOR DRAFT RESOURCE REPORT 1
951'
029-03-00-001
3289+00
A
QUANTITY
TITLE
3288+00
DRAWN BY
1
DWG. NO.
3287+00
REVISIONS
TAG
DESCRIPTION
3285+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
MAINLINE VALVE DETAILS RESIDENTIAL SITE SPECIFIC PIPE YARD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-125
D
1075'
3326+40
3325+49
141'
PE-NO-A181.000 91'
M.P.
E LI N R TY PE O PR
EN C
33 25
+4 9
33 14 33 +1 14 2 33 +2 14 6 33 +4 14 1 33 +7 15 4 +2 8
33 13
+3 3
33 09 +6 7
PR
PR
O
PE
O PE
R
R TY
TY
LI
LI N
N
E
E
STATIONING
C TE EN R L C TE INE EN R L O PR TE INE F R R O L O A C PE INE F R ILR EN R O TE TY OF AIL AD R L I N RA RO LI N E ILR AD E O O AD F ST R EA M 05 1
41 5_
JC
_1
00 1_
I_
M
I
366'
PE-NO-108.000
3314+74
967'
PE-NO-104.000
3313+33
PE-NO-102.006
3309+67
PE-NO-102.004
3300+00
OWNERSHIP / FOOTAGE
NORTHAMPTON COUNTY, PENNSYLVANIA
62.5
M.P.
PE-NO-104.000 PE-NO-A181.000
PE-NO-102.006
0
+0
30 33
63.0
ATWS-0506
3295+00 3300+00
PA-NHD-096
ATWS-0506
3305+00 0 +0 25 33
33 10
+0
MATCHLINE STA. 3326+40
MATCHLINE STA. 3300+00
0
AT W
S-
05 07
PE-NO-102.004
W AT
00
0 51 S-0
+ 20 33
33
15
+0 0 PE-NO-108.000
PA-NHD-097
-05
09
S TW
A WS
AT -05 08
051415_JC_1001_I_MI PE-NO-110.000
LAND USE
AG
UF
CI
RD
OL
RD CI
OL
AG
18
MATERIAL & COATING 686'
489'
40'
115'
220'
192'
898'
1
3
4
3
4
3
1
SOILS
DuB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CpA
UoB 1F
10
21
1I
15
5 9
39
1G
10
21
36
23
1I
15
23
37
17
28
4
17
28
38
18
38
9
18
35
39
WaB
CLASS II
CLASS III
CLASS II
0.6
0.5
0.6 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 3326+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3300+00
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3301+00
3302+00
LAND USE
3303+00
3304+00
3305+00
3306+00
MATERIAL
3307+00
3308+00
3309+00
3310+00
3311+00
3313+00
REFERENCE DRAWINGS
QPS
HMM
9/23/2015
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
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
18
1
D
TYPICAL CONSTRUCTION ROW DETAILS
REVISIONS
3322+00
3323+00
3324+00
3325+00
3326+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3300+00 TO STA. 3326+40
1" = 100'
APPR
NO.
DATE
SCALE PLAN:
CK
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
000-03-08-001 --- 002
APPROVALS
QPS
260'
ACCESS ROAD DETAIL
3321+00
QPS
796'
000-03-03-040
3320+00
DRAWN
4
PIPE YARD DETAIL
3319+00
DATE
3
000-03-04-003
3318+00
11/4/2014
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
RESIDENTIAL SITE SPECIFIC
3317+00
ISSUED FOR DRAFT RESOURCE REPORT 1
1584'
000-03-02-054
3316+00
A
QUANTITY
TITLE
3315+00
DRAWN BY
1
DWG. NO.
3314+00 REVISIONS
TAG
DESCRIPTION
3312+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-126
D
498'
3352+80
1259'
PE-NO-114.000
3343+97
PE-NO-A430.000
3338+99
PE-NO-A181.000
3326+40
OWNERSHIP / FOOTAGE
883'
33 38
+9 9
33 43 +9 7
PR
PR
O
PE
O PE
R
R TY
TY
LI
LI N
N
E
E
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
63.0
3345+00
MATCHLINE STA. 3352+80
MATCHLINE STA. 3326+40
ATWS-0510
3325+00
63.5
PE-NO-A430.000
ATW S-05
10
3340+00
ATWS-0511
3350
3335+00
+00
3330+00
3355
ATW
+00
S-05
12
PE-NO-A181.000 PE-NO-114.000
LAND USE
AG
MATERIAL & COATING 2165'
475'
1
3
SOILS
WaB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I
CLASS III
0.72
0.5 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 3352+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3326+40
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3327+00
3328+00
LAND USE
3329+00
3330+00
3331+00
3332+00
3333+00
MATERIAL TAG
QUANTITY
1
2165'
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
3
475'
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
DESCRIPTION
3334+00
3335+00
3336+00
3337+00
3338+00
3339+00
REFERENCE DRAWINGS DWG. NO.
000-03-03-041 000-03-08-001 --- 002
TITLE
ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3340+00
3341+00
3342+00
3343+00
3344+00
REVISIONS
3345+00
3346+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
3347+00
DATE
SCALE PLAN:
3348+00
3349+00
3350+00
3351+00
3352+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3326+40 TO STA. 3352+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'
000-03-01-127
D
408'
3379+20
552'
PE-NO-122.000
3375+95
111'
PE-NO-124.000
3371+87
95'
PE-NO-A196.000
3366+35
50'
PE-NO-114.003
325'
JC _1 15 _ 05
O
M.P.
E
E
PR
PR
O
PE
O PE
R
R TY
TY
LI
LI N
N
E LI N
33 75
+9 5
33 71 +8 7
33 62 +6 4
3
R TY
R O PE PR
EN C
PE
TY
N LI
O
N
O
PR
R EO G F D O A E RO N LI F R EO E T G EN ED C 04 30 4+ 64+ 6 33 33
+3 5
O BL
M
ET G
R TE
0 0+ 6 33
14
W
H
LI
E
R
33 66
F
D
N
33 63 33 +7 63 9 +8 PR 2 O ED PE G RT E Y 33 O LI F N 64 R E + 33 3 O AD 64 0 33 +6 PR 6 O 65 +2 C PE 4 EN RT PR TE Y O RL LIN PE IN E R EO TY F LI ST N E RE A
M O SS
D R
33 59 33 +8 59 0 +8 PR 8 O ED PE 33 G RT 60 E Y 33 +0 O LI 7 F N 60 R E +3 ED O 0 AD G E PR O O F PE R R OA TY D LI N E
STATIONING
L IL
E
33 55 33 +2 55 5 +4 ED 5 G ED E O G F E S O TR F ST EA R M0 EA 5 M 14 05 15 14 _J 15 C_ _J 10 C 02 _1 _ 00 P_ 2_ IN P_ IN
00
3_ D
_M
I
115'
PE-NO-114.002
3365+24
234'
3363+79
50'
PE-NO-114.001
3362+64
700'
PE-NO-A422.000
3360+30
3359+80
PE-NO-114.000
3352+80
OWNERSHIP / FOOTAGE
GEORGETOWN RD 3364+29
BLOSSOM HILL RD
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
63.5
64.0
'
1260
PE-NO-125.000
051415_JC_1003_D_MI
5 M -09 EAHD R ST A-N P
PE-NO-A196.000
PE-NO-114.002 PE-NO-114.001
ATW
17 S-05
ATW
S-0 5
19
0516
MATCHLINE STA. 3352+80
SATW
+00
ATW
3365
MATCHLINE STA. 3379+20
ATW S-051 3
PE-NO-126.000 S-0 5
20
3360
ATW
337 0+0 0
S-0 5
+00
18
ATW S-0
ATW S
-0514
33
55
522
0 +0
15 S-05
AT
ATW
WS -0
52
2
PE-NO-114.003 -05 WS T A
12 5+0 0
ATW
10 -05 WS T A
AT WS
S-0 5
STREAM 051415_JC_1002_P_IN
33
80
-05
21
STREAM 051415_JC_1002_P_IN 5 33
337
PE-NO-A422.000
21
+0
0
PE-NO-124.000
PE-NO-114.000
00 0+
PE-NO-122.000
PA-NHD-095
LAND USE
AG
UF WB OW UF WB OW
UF
AG
UF
RD
AG
RD
RE
AG
RE
AG
UF
OL
18
UF
OL
UF
18
OL 18
MATERIAL & COATING
SOILS
235'
40'
420'
60'
339'
60'
12'
40'
1434'
3
4
3
4
3
4
3
4
3
WaB
Ho
ENVIRONMENTAL SITE SPECIFIC E&S
CpA
ClA
1G
10
21
36
1G
10
21
36
2
13
26
1I
15
23
37
1I
15
23
37
5
14
5
17
28
38
5
17
28
38
9
9
18
35
39
9
18
35
39
10
39
2
13
26
30
5
14
18
35
9
21
36
10
39
1F
10
21
30
1I
15
23
18
35
5
17
28
21
36
9
18
38
CLASS LOCATION DESIGN FACTOR MAOP
WaB
WaA
WaB
WaA
39
CLASS III 0.5 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 3379+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3352+80
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3353+00
3354+00
3355+00
LAND USE
3356+00
3357+00
3358+00
3359+00
MATERIAL TAG
QUANTITY
DESCRIPTION
3360+00
3361+00
3362+00
3363+00
3364+00
3365+00
3366+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3367+00
3368+00
3369+00
3370+00
REVISIONS
3371+00
3372+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3374+00
APPROVALS DRAWN BY
NO.
3373+00
DATE
SCALE PLAN:
4
200'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
18
3
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
000-03-03-042 000-03-08-001 --- 002
RESIDENTIAL SITE SPECIFIC ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3377+00
3378+00
3379+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3352+80 TO STA. 3379+20
SCALE PROFILE H: 1" = 100'
2440'
000-03-02-055 --- 056
3376+00
1" = 100'
3
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
3375+00
SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-128
D
DANIELS RD / HWY 946
_M
94 6 /H W
Y
C _J
14
74
D G PR E O O F C P E RO EN R A T ED TE Y D G RL LIN PR E O INE E O F O PE R F R O A DA TY D N IE LI LS N E R
ED
33 96 33 +9 97 8 33 +0 97 2 33 +1 97 1 33 +2 97 4 +4 8
+3 0
33 87
92 5+
33 89
+8 8
C
PR
O
PE O PR
R TE
PE
IN
L
EN
LI N
E
F
LI N
O
R TY
E
R ST
E
M EA
10 11
R TY
STATIONING
812'
I
_I 01
0
_1
46'
3405+60
772'
PE-NO-133.000
3397+48
142'
3397+02
868'
PE-NO-129.000
3389+30
PE-NO-128.000
3387+88
PE-NO-122.000
3379+20
OWNERSHIP / FOOTAGE
NORTHAMPTON COUNTY, PENNSYLVANIA
M.P.
M.P.
64.5
64.0
29
S-05
ATW
+ 3410
33 75 +0 0
PE-NO-132.000 22
30
S-05
21
ATW AT
W S05
3405 33
21
80
+00
28
S-05
ATW
+0 0
S-05 ATW
MATCHLINE STA. 3379+20
042815_JC_1003_PEM
27
MATCHLINE STA. 3405+60
AT WS -05
AT W S05
00
+00
3400
PE-NO-129.000
ATW
26
S-05
PE-NO-133.000
33 85 +0 0
5
2 S-05 ATW
PE-NO-128.000
+00
3395
PE-NO-133.000
PE-NO-122.000
AT W
S05 23
+00
3390
AT W
S-
05
LAND USE
24
OL
RE
RD
AG
18
18
MATERIAL & COATING 1775'
60'
805'
3
4
3
SOILS
WaA 1I
2
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
30
9
18
35
10
21
36
39
CLASS III 0.5 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 3405+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3379+20
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3380+00
3381+00
LAND USE
3382+00
3383+00
3384+00
3385+00
3386+00
MATERIAL TAG
QUANTITY
DESCRIPTION
3387+00
3388+00
3389+00
3390+00
3391+00
3392+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3393+00
3394+00
3395+00
3396+00
3397+00
REVISIONS
3398+00
3399+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
3400+00
DATE
SCALE PLAN:
4
60'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
18
2
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
000-03-03-042 000-03-08-001 --- 002
RESIDENTIAL SITE SPECIFIC ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3403+00
3404+00
3405+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3379+20 TO STA. 3405+60
SCALE PROFILE H: 1" = 100'
2580'
000-03-02-056 --- 057
3402+00
1" = 100'
3
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
3401+00
SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-129
D
3432+00
PE-NO-133.000
3405+60
OWNERSHIP / FOOTAGE
N
TR AN
SM
IS S
IO
N
PI
PE
LI N E
2640'
M.P.
NAZ
34 08
+2 8
C
EN
TE R
LI N
E
O
F
FO
R
EI G
STATIONING
65.0
E TH B
64.5
M.P.
ARE
NORTHAMPTON COUNTY, PENNSYLVANIA
EH THL EM
PE-NO-133.001
PIKE
3425+0
0
1 91) (PA-
1
3 S-05 ATW
PE-NO-132.000
3415
29 S-05 ATW
MATCHLINE STA. 3432+00
MATCHLINE STA. 3405+60
+00 3420
+00
00
+00 3430
+ 3410
S-05
ATW
0
ATWS
-0534
32
3 S-05 ATW
PE-NO-133.000
ATWS +00 3405
-0535
28 S-05 ATW
3435+
00
ATWS
-0532 ATWS
-0533
LAND USE
AG 20
MATERIAL & COATING 2640' 3
SOILS
WaA
WaB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS III 0.5 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 3432+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3405+60
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3406+00
3407+00
LAND USE
3408+00
3409+00
3410+00
3411+00
3412+00
MATERIAL TAG
QUANTITY
3
2640'
20
1
DESCRIPTION
3413+00
3414+00
3415+00
3416+00
3417+00
3418+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
000-03-04-004 000-03-08-001 --- 002
PIPE YARD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3419+00
3420+00
3421+00
3422+00
3423+00
REVISIONS
3424+00
3425+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3427+00
APPROVALS DRAWN BY
NO.
3426+00
DATE
SCALE PLAN:
3428+00
3429+00
3430+00
3431+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3405+60 TO STA. 3432+00
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'
000-03-01-130
D
31 78 31 +1 78 4 +2 ED 6 G ED E O G F E D O RI F V D EW R IV AY EW AY
31 81 31 +0 81 7 31 +3 PR O 81 8 +6 C PE E 4 N RT PR TE Y O RL LIN PE IN E R EO TY F LI RA N E ILR
O
STATIONING
M.P.
40'
3194+40
118'
PE-NO-087.000
3184+48
3184+08
3182+90
126'
PE-NO-086.000
992'
31 82 31 +8 82 8 31 +9 CE N 83 0 +1 PR TE 2 O RL C PE INE EN R TE TY OF R LIN ST LI N E RE 31 E AM 84 O F PA 31 +0 ST 84 8 -N R H EA 31 +1 PR D O 84 1 -0 M P 91 05 31 +2 ED ER 6 1 G T 84 2 15 31 +3 CE E O Y L _J N F IN 84 4 C T R E +4 ED E O _1 R 8 00 G L AD 5_ PR E O INE P_ O F O PE R F IN R O A ST TY D A TE LI N R E TE 98 7
57'
AD
1307'
PE-NO-085.000
3181+64
PE-NO-084.000
3181+07
PE-NO-082.000
3168+00
OWNERSHIP / FOOTAGE
NORTHAMPTON COUNTY, PENNSYLVANIA
60.0
M.P.
60.5
PE-NO-079.000 PE-NO-084.000 PE-NO-085.000
PE-NO-087.000 31
65
PA-NHD-091
+0
0
HIP NS W O HIP ET NS R W O O MO NT LE L A ST EA
NWI-014
81 ATWS-04
MATCHLINE STA. 3194+40
MATCHLINE STA. 3168+00
3195+00 481
ATWS-0 3170 +
00
DR ATW
0
IV
S-04
3190+0
EW
7 ATWS-04
AY
76
8
3185+00
3175
+00
82
ATWS-04
80
ATWS-04
3180+00 79
ATWS-04
N
051215_JC_1004_D_MI 77
LLE
TA
STAT
ATWS-04
S EA
H
UG
RO
O HB
T
BA
E RTE 987 /
PE-NO-082.000
HIP
NS
W TO
PE-NO-086.000
CACY
MONO
051215_JC_1005_P_IN
DR
051215_JC_1005_P_IN PA-NHD-089
PA-NHD-091
PE-NO-083.000
LAND USE
AG
RD
AG
UF
AG
UF
WB OW
UF
RD
UF
AG
MATERIAL & COATING
SOILS
BkF
1306'
60'
99'
70'
68'
50'
987'
3
4
3
4
3
4
3
BkD
BkC
BkD 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S
Ho
39
BkD
BkF
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
BkC
BkB
BkC
39
CLASS III 0.5 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 3194+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3168+00
WATERBAR SPACING
NATURAL GROUND
400'
300'
SOILS
600'
500'
400'
3169+00
3170+00
LAND USE
3171+00
3172+00
3173+00
3174+00
MATERIAL TAG
QUANTITY
3
2460'
4
180'
DESCRIPTION
3175+00
3176+00
3177+00
3178+00
3179+00
3180+00
3181+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
3182+00
3183+00
3184+00
3185+00
3186+00
REVISIONS
3187+00
3188+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
3189+00
DATE
SCALE PLAN:
3190+00
3191+00
3192+00
3193+00
3194+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3168+00 TO STA. 3194+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" = 100'
000-03-01-121
D
MOORESTOWN DR / STATE RTE 512
216'
O
PE
R TY
LI N
E
1376'
M.P.
32 07
+0 4
31 98 31 +7 98 9 31 +8 98 4 31 +8 99 9 31 +1 99 3 31 +3 99 5 31 +4 99 1 31 +5 99 6 +5 8
PR
PR
STATIONING
3220+80
417'
PE-NO-095.000
3207+04
130'
PE-NO-094.000
3204+88
52'
PE-NO-093.000
3200+71
3199+41
10'
PE-NO-090.000
O ED PE G RT PR E O Y O F L IN C PE RO E EN R A T ED TE Y D G RL L I N PR E O INE E O F O C PE RO F M EN R A O T O O TE Y D R VE R L I ES 32 R LIN NE TO H E 00 E W +7 AD O F N 1 ST W D PR R IR R /S E EA O PE TA M R TE 09 TY 03 R LI 14 TE N _D E 51 B_ 2 10 05 _E _M I 32 02 +2 6 EN 32 TE 02 R /E + 32 7 XI 02 3 T +8 C W E 5 ET N EN TE LA R N TE L 32 D IN R 03 /E EO +4 X 5 IT F S W TR C EN ET E TE LA AM R N 0 LI D 90 N 31 E 4_ O F D ST B_ 10 R EA 07 M _E 0 _M 90 32 I 31 04 4_ +8 D 8 B_ PR 10 O 06 PE _I R _M TY I LI N E
439'
3198+89
PE-NO-089.000
3198+79
PE-NO-087.000
3194+40
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
60.5
61.0
PE-NO-095.000 MOOR
PE-NO-087.000
WN ESTO DR / H WY 51
PE-NO-089.000
2
090314_DB_1007_E_MI PE-NO-094.000
MATCHLINE STA. 3220+80
090314_DB_1006_I_MI
MATCHLINE STA. 3194+40
ATWS-0481
ATWS-0483
ATWS-0486
3195+00
3220+00 3215+00
3200+00
3210+00
3205+00 ATWS-0482 ATWS-0484
ATWS-0485
PE-NO-089.000 090314_DB_004_PEM
PE-NO-093.000
PE-NO-090.000
090314_DB_1006_I_MI
SHIP TOWN LLEN A T S EA UGH BORO BATH
090314_DB_1005_E_MI
LAND USE
AG
UF
RD
RE
UF
AG
UF
AG
MATERIAL & COATING
SOILS
370'
70'
70'
30'
273'
40'
32'
40'
1715'
3
1
4
2
1
2
1
2
1
BkC
ClB
BfB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
1G
10
21
36
1I
18
34
1G
10
21
36
1G
10
21
36
30
1I
15
23
37
5
21
36
1I
15
23
37
1I
15
23
37
18
35
4
17
28
38
9
32
39
4
17
28
38
4
17
28
38
21
36
9
18
35
39
10
33
9
18
35
39
9
18
35
39
2
13
26
5
14
9 10
39
WkD
BfB
BkC
BfB
CLASS II
CLASS III 0.5
0.6
0.5
0.6 1480 PSIG
800'
800'
700'
700'
T
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
600'
500'
MATCHLINE STA 3220+80
WATERBAR SPACING
MATCHLINE STA 3194+40
E
IP NSH TOW E R IP MOO NSH TOW N E L AL AST
400'
300'
SOILS
600'
500'
400'
3195+00
3196+00
LAND USE
3197+00
3198+00
3199+00
3200+00
3201+00
MATERIAL TAG
QUANTITY
1
2090'
2
110'
3
370'
4
70'
3202+00
3203+00
3204+00
3205+00
3206+00
3207+00
REFERENCE DRAWINGS
3208+00
3209+00
3210+00
3211+00
3212+00
REVISIONS
3213+00
3214+00
3215+00
APPROVALS DATE
DRAWN
CK
APPR
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE 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
DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3217+00
3218+00
3219+00
3220+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3194+40 TO STA. 3220+80
1" = 100'
DRAWN BY
DESCRIPTION
DATE
SCALE PLAN:
3216+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-122
D
PENN DIXIE RD
3247+20
201'
163'
PR
32 43 32 +0 43 8 32 +0 43 9 32 +2 43 8 32 +3 43 2 +5 6
M.P.
M
32 45 32 +2 45 0 +5 C 7 EN PR TE O RL PE IN R EO TY F L I ST N E RE A
O ED PE G RT ED E O Y G F LIN C E O RO E EN F A PR TE RO D O RL A D PE IN R EO TY F LI PE N E NN
E LI N R TY PE O PR +4 1 32 29
32 26
+1 3
PR
O
PE
R TY
LI N
E
D
STATIONING
11
IX IE
12
R D
14 _
JC _1
00
4_ P
_I M
48'
PE-NO-101.000
3245+57
1367'
PE-NO-100.000
3243+56
328'
3243+08
533'
PE-NO-098.000
3229+41
PE-NO-096.000
3226+13
PE-NO-095.000
3220+80
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
61.0
61.5
STREAM PA-NHD-092 PE-NO-095.000
PE-NO-101.000 PE-NO-099.000 STREAM PA-NHD-093
STREAM 111214_JC_1004_P_IM
PE-NO-095.000
ATWS-0490
MATCHLINE STA. 3220+80
3220+00
ATWS-0486 3245+00 3240+00
3235+00
3225+00
3230+00
AT
ATWS-0489
ATWS-0487
WS -0
49
1
MATCHLINE STA. 3247+20
ATWS-0493
ATWS-0488
32
50
WETLAND 111214_JC_003_PEM
+0
0
ND
PEN
PE-NO-098.000
IXIE RD PE-NO-100.000
ST PA-NH REAM D-092
LAND USE
AG
UF
AG
UF
AG
UF
AG
RE RD
RE
AG
UF
WB OW
UF
AG 14
MATERIAL & COATING
SOILS
1320'
528'
374'
60'
138'
40'
180'
1
3
1
4
1
2
1
BkA
BfB
WkB
WkC
WkD
BkF
CpA
WkD 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II
CLASS III
0.6
0.5
CpA
BtA 39
1G
10
21
36
30
1I
15
23
37
18
35
5
17
28
38
21
36
9
18
35
39
CLASS II 0.6
0.5
0.6
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 3247+20
SLOPE (%)
SPACING (FT)
TRENCH PLUG SPACING
MATCHLINE STA 3220+80
WATERBAR SPACING
400'
300'
SOILS
600'
500'
400'
3221+00
3222+00
3223+00
LAND USE
3224+00
3225+00
3226+00
3227+00
MATERIAL TAG
QUANTITY
1
2012'
2
40'
3
528'
4
60'
14
1
3228+00
3229+00
3230+00
3231+00
3232+00
3233+00
3234+00
REFERENCE DRAWINGS
3235+00
3236+00
3237+00
3238+00
REVISIONS
3239+00
3240+00
3241+00
3242+00
APPROVALS DATE
DRAWN
CK
APPR
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE 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
DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
3244+00
3245+00
3246+00
3247+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3220+80 TO STA. 3247+20
1" = 100'
DRAWN BY
DESCRIPTION
DATE
SCALE PLAN:
3243+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-123
D
MICHAELS SCHOOL ROAD
55'
O ED PE G RT C EO Y EN F L I N ED TE RO E G RL A D PR E O INE O F O PE R F R O A MI TY D C H LI AE N LS E
SC H
O
O
L
R
D
48'
3273+60
1693'
PE-NO-A166.000
3273+05
844'
3272+57
PE-NO-100.000
3255+64
PE-NO-101.000
3247+20
OWNERSHIP / FOOTAGE
32 55
+6 4
32 72 32 +5 72 7 32 +5 72 9 32 +7 72 9 32 +8 73 2 +0 5
PR
PR
O
PE
R TY
LI N
E
STATIONING
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
M.P.
62.0
MIC
61.5
HA EL SS
PE-NO-101.000
PE-NO-A166.000
CH
495
OO
0493
OA D
ATWS
ATWS-0
LR
-0490 ATWS
495 ATWS-0
0
3275+0 00
3245+
ATW
0
3270+0 325
0+0 0
MATCHLINE STA. 3273+60
-0489 ATWS
496
494
ATWS-0
0 3265+0
93 -04
WS AT 325
0
3260+0
5+0
ATWS-0
328
MATCHLINE STA. 3247+20
S-04 91
0
0
0+0
92
-04
WS AT
LAND USE
AG
PE-NO-100.000
UF
AG
RD
UF
AG
16
MATERIAL & COATING
SOILS
CpA
DuB
2429'
102'
60'
49'
1
3
4
3
ClB
DuB
DuA
UoB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
30
9
18
35
10
21
36
CLASS II
CLASS I
CLASS II
CLASS III
0.6
0.72
0.6
0.5
39
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
NATURAL GROUND
500'
400'
MATCHLINE STA 3273+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3247+20
WATERBAR SPACING
300'
200'
SOILS
500'
400'
300'
3248+00
3249+00
LAND USE
3250+00
3251+00
3252+00
3253+00
3254+00
MATERIAL
3255+00
3256+00
3257+00
3258+00
3260+00
REFERENCE DRAWINGS
3265+00
3266+00
3267+00
3268+00
APPROVALS DRAWN
CK
APPR
QPS
QPS
QPS
HMM
9/23/2015
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
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
3
151'
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
4
60'
16
1
D
REVISIONS
3269+00
3270+00
3271+00
3272+00
3273+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3247+20 TO STA. 3273+60
1" = 100'
DATE
NO.
DATE
SCALE PLAN:
11/4/2014
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
TYPICAL CONSTRUCTION ROW DETAILS
3264+00
ISSUED FOR DRAFT RESOURCE REPORT 1
2429'
000-03-08-001 --- 002
3263+00
A
QUANTITY
TITLE
3262+00
DRAWN BY
1
DWG. NO.
3261+00 REVISIONS
TAG
DESCRIPTION
3259+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-124
D
STATE RTE 248 / BATH PIKE
779'
PE-NO-102.004
3300+00
45'
3299+25
206'
PE-NO-102.003
3291+46
33'
3291+01
3288+95
178'
PE-NO-102.002
75'
32 86
32 78
M.P.
E LI N R TY PE O +2 5
+8 4
+9 0
3 +4
81 32
32 99
O PR
PR
O
EN
C
PR
-0 9 D -N H PE
PE
R TE
32 90 32 +9 90 3 32 +9 91 7 32 +0 91 1 32 +2 91 2 32 +3 91 2 +4 6
R TY
R TY
N
LI
32 88 32 +6 88 2 32 +9 PR O 89 5 +1 PR PE 4 O RT C PE Y EN R LI TE TY NE R LIN LI N E E O F
LI N
E
E
ST
R EA
M
R
32 81 32 +1 81 8 +2 PR 8 O ED PE 32 G RT 81 E Y 32 +5 O LI F N 81 5 R E +7 ED O 0 AD G PR E O O F PE R R OA TY D LI N E
LI N
E
F O
E AT T S
A /B
PA
TE
STATIONING
8 24
KE PI 4
TH
C EN PR TE O R ED PE LIN G RT E C E O Y OF EN F LI F N O ED TER RO E RE A IG L G D N PR E O INE D IS O F OF TR PE R G O IB R A U TY D N U TI C LI O L N U N E B PI R PE D
LI N
E
514'
PE-NO-102.000
3288+62
52'
PE-NO-103.001
3286+84
228'
PE-NO-103.000
3281+70
530'
3281+18
PE-NO-100.006
3278+90
PE-NO-A166.000
3273+60
OWNERSHIP / FOOTAGE
GUN CLUB RD
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
62.0
62.5
PE-NO-A166.000
95
4 S-0
W AT
PA-NHD-094
PE-NO-102.004
9 -04 WS T A
5
PE-NO-A166.000
0 5+0 327
ATWS-0506
5
50 S-0
3295+00
3300+00
504
S-0 ATW
0 0+0
500
97 04 S-
S-0 ATW
329
3
50 S-0
ATW
M
9
S EL HA IC
49 S-0 ATW
ATW
3305+00
MATCHLINE STA. 3300+00
2
-050
S ATW
W
A
496
AT
0
S-0
W AT
0 +0 80 32
494 S-0 TW
0+0
327
MATCHLINE STA. 3273+60
ATW
PE-NO-102.003
501
S-0
H SC
PE-NO-102.002
00
L
OO
5+ 328
AD
RO
PE-NO-103.001
498 S-0 ATW
LAND USE
AG
UF
RE
UF RE RD
PA-NHD-094 PE-NO-103.000
UF
20
RE
UF
CI
RD
UF
AG
UF
AG
20
MATERIAL & COATING
SOILS
749'
70'
237'
317'
162'
40'
159'
60'
212'
634'
3
4
3
1
3
4
3
4
3
1
RyB
UoB
ClB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CpA
UoB 2
13
26
5
14
9 10
ClA
39
2
13
26
30
5
14
18
35
9
21
36
10
DuB
39
2
13
26
30
5
14
30
18
35
9
18
35
21
36
10
21
36
39
CLASS III
CLASS II
CLASS III
CLASS II
0.5
0.6
0.5
0.6
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'
NATURAL GROUND
MATCHLINE STA 3300+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3273+60
WATERBAR SPACING
300'
200'
SOILS
500'
400'
300'
3274+00
3275+00
LAND USE
3276+00
3277+00
3278+00
3279+00
3280+00
MATERIAL
3281+00
3282+00
3283+00
3284+00
3286+00
REFERENCE DRAWINGS
3293+00
3294+00
3295+00
APPROVALS CK
APPR
QPS
QPS
HMM
9/23/2015
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
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
1519'
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
170'
20
2
D
REVISIONS
3296+00
3297+00
3298+00
3299+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3273+60 TO STA. 3300+00
1" = 100'
QPS
NO.
DATE
SCALE PLAN:
DRAWN
4
000-03-08-001 --- 002
3292+00
DATE
3
000-03-04-003
3291+00
11/4/2014
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
000-03-02-052 --- 053
3290+00
ISSUED FOR DRAFT RESOURCE REPORT 1
951'
029-03-00-001
3289+00
A
QUANTITY
TITLE
3288+00
DRAWN BY
1
DWG. NO.
3287+00
REVISIONS
TAG
DESCRIPTION
3285+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
MAINLINE VALVE DETAILS RESIDENTIAL SITE SPECIFIC PIPE YARD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-125
D
1075'
3326+40
3325+49
141'
PE-NO-A181.000 91'
M.P.
E LI N R TY PE O PR
EN C
33 25
+4 9
33 14 33 +1 14 2 33 +2 14 6 33 +4 14 1 33 +7 15 4 +2 8
33 13
+3 3
33 09 +6 7
PR
PR
O
PE
O PE
R
R TY
TY
LI
LI N
N
E
E
STATIONING
C TE EN R L C TE INE EN R L O PR TE INE F R R O L O A C PE INE F R ILR EN R O TE TY OF AIL AD R L I N RA RO LI N E ILR AD E O O AD F ST R EA M 05 1
41 5_
JC
_1
00 1_
I_
M
I
366'
PE-NO-108.000
3314+74
967'
PE-NO-104.000
3313+33
PE-NO-102.006
3309+67
PE-NO-102.004
3300+00
OWNERSHIP / FOOTAGE
NORTHAMPTON COUNTY, PENNSYLVANIA
62.5
M.P.
PE-NO-104.000 PE-NO-A181.000
PE-NO-102.006
0
+0
30 33
63.0
ATWS-0506
3295+00 3300+00
PA-NHD-096
ATWS-0506
3305+00 0 +0 25 33
33 10
+0
MATCHLINE STA. 3326+40
MATCHLINE STA. 3300+00
0
AT W
S-
05 07
PE-NO-102.004
W AT
00
0 51 S-0
+ 20 33
33
15
+0 0 PE-NO-108.000
PA-NHD-097
-05
09
S TW
A WS
AT -05 08
051415_JC_1001_I_MI PE-NO-110.000
LAND USE
AG
UF
CI
RD
OL
RD CI
OL
AG
18
MATERIAL & COATING 686'
489'
40'
115'
220'
192'
898'
1
3
4
3
4
3
1
SOILS
DuB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CpA
UoB 1F
10
21
1I
15
5 9
39
1G
10
21
36
23
1I
15
23
37
17
28
4
17
28
38
18
38
9
18
35
39
WaB
CLASS II
CLASS III
CLASS II
0.6
0.5
0.6 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 3326+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3300+00
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3301+00
3302+00
LAND USE
3303+00
3304+00
3305+00
3306+00
MATERIAL
3307+00
3308+00
3309+00
3310+00
3311+00
3313+00
REFERENCE DRAWINGS
QPS
HMM
9/23/2015
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
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
18
1
D
TYPICAL CONSTRUCTION ROW DETAILS
REVISIONS
3322+00
3323+00
3324+00
3325+00
3326+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3300+00 TO STA. 3326+40
1" = 100'
APPR
NO.
DATE
SCALE PLAN:
CK
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
000-03-08-001 --- 002
APPROVALS
QPS
260'
ACCESS ROAD DETAIL
3321+00
QPS
796'
000-03-03-040
3320+00
DRAWN
4
PIPE YARD DETAIL
3319+00
DATE
3
000-03-04-003
3318+00
11/4/2014
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
RESIDENTIAL SITE SPECIFIC
3317+00
ISSUED FOR DRAFT RESOURCE REPORT 1
1584'
000-03-02-054
3316+00
A
QUANTITY
TITLE
3315+00
DRAWN BY
1
DWG. NO.
3314+00 REVISIONS
TAG
DESCRIPTION
3312+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-126
D
498'
3352+80
1259'
PE-NO-114.000
3343+97
PE-NO-A430.000
3338+99
PE-NO-A181.000
3326+40
OWNERSHIP / FOOTAGE
883'
33 38
+9 9
33 43 +9 7
PR
PR
O
PE
O PE
R
R TY
TY
LI
LI N
N
E
E
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
63.0
3345+00
MATCHLINE STA. 3352+80
MATCHLINE STA. 3326+40
ATWS-0510
3325+00
63.5
PE-NO-A430.000
ATW S-05
10
3340+00
ATWS-0511
3350
3335+00
+00
3330+00
3355
ATW
+00
S-05
12
PE-NO-A181.000 PE-NO-114.000
LAND USE
AG
MATERIAL & COATING 2165'
475'
1
3
SOILS
WaB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I
CLASS III
0.72
0.5 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 3352+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3326+40
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3327+00
3328+00
LAND USE
3329+00
3330+00
3331+00
3332+00
3333+00
MATERIAL TAG
QUANTITY
1
2165'
PIPE, 36.000" OD x .634 WT, API 5L, X-70, DSAW, FBE COATED
3
475'
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
DESCRIPTION
3334+00
3335+00
3336+00
3337+00
3338+00
3339+00
REFERENCE DRAWINGS DWG. NO.
000-03-03-041 000-03-08-001 --- 002
TITLE
ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3340+00
3341+00
3342+00
3343+00
3344+00
REVISIONS
3345+00
3346+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
3347+00
DATE
SCALE PLAN:
3348+00
3349+00
3350+00
3351+00
3352+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3326+40 TO STA. 3352+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'
000-03-01-127
D
408'
3379+20
552'
PE-NO-122.000
3375+95
111'
PE-NO-124.000
3371+87
95'
PE-NO-A196.000
3366+35
50'
PE-NO-114.003
325'
JC _1 15 _ 05
O
M.P.
E
E
PR
PR
O
PE
O PE
R
R TY
TY
LI
LI N
N
E LI N
33 75
+9 5
33 71 +8 7
33 62 +6 4
3
R TY
R O PE PR
EN C
PE
TY
N LI
O
N
O
PR
R EO G F D O A E RO N LI F R EO E T G EN ED C 04 30 4+ 64+ 6 33 33
+3 5
O BL
M
ET G
R TE
0 0+ 6 33
14
W
H
LI
E
R
33 66
F
D
N
33 63 33 +7 63 9 +8 PR 2 O ED PE G RT E Y 33 O LI F N 64 R E + 33 3 O AD 64 0 33 +6 PR 6 O 65 +2 C PE 4 EN RT PR TE Y O RL LIN PE IN E R EO TY F LI ST N E RE A
M O SS
D R
33 59 33 +8 59 0 +8 PR 8 O ED PE 33 G RT 60 E Y 33 +0 O LI 7 F N 60 R E +3 ED O 0 AD G E PR O O F PE R R OA TY D LI N E
STATIONING
L IL
E
33 55 33 +2 55 5 +4 ED 5 G ED E O G F E S O TR F ST EA R M0 EA 5 M 14 05 15 14 _J 15 C_ _J 10 C 02 _1 _ 00 P_ 2_ IN P_ IN
00
3_ D
_M
I
115'
PE-NO-114.002
3365+24
234'
3363+79
50'
PE-NO-114.001
3362+64
700'
PE-NO-A422.000
3360+30
3359+80
PE-NO-114.000
3352+80
OWNERSHIP / FOOTAGE
GEORGETOWN RD 3364+29
BLOSSOM HILL RD
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
63.5
64.0
'
1260
PE-NO-125.000
051415_JC_1003_D_MI
5 M -09 EAHD R ST A-N P
PE-NO-A196.000
PE-NO-114.002 PE-NO-114.001
ATW
17 S-05
ATW
S-0 5
19
0516
MATCHLINE STA. 3352+80
SATW
+00
ATW
3365
MATCHLINE STA. 3379+20
ATW S-051 3
PE-NO-126.000 S-0 5
20
3360
ATW
337 0+0 0
S-0 5
+00
18
ATW S-0
ATW S
-0514
33
55
522
0 +0
15 S-05
AT
ATW
WS -0
52
2
PE-NO-114.003 -05 WS T A
12 5+0 0
ATW
10 -05 WS T A
AT WS
S-0 5
STREAM 051415_JC_1002_P_IN
33
80
-05
21
STREAM 051415_JC_1002_P_IN 5 33
337
PE-NO-A422.000
21
+0
0
PE-NO-124.000
PE-NO-114.000
00 0+
PE-NO-122.000
PA-NHD-095
LAND USE
AG
UF WB OW UF WB OW
UF
AG
UF
RD
AG
RD
RE
AG
RE
AG
UF
OL
18
UF
OL
UF
18
OL 18
MATERIAL & COATING
SOILS
235'
40'
420'
60'
339'
60'
12'
40'
1434'
3
4
3
4
3
4
3
4
3
WaB
Ho
ENVIRONMENTAL SITE SPECIFIC E&S
CpA
ClA
1G
10
21
36
1G
10
21
36
2
13
26
1I
15
23
37
1I
15
23
37
5
14
5
17
28
38
5
17
28
38
9
9
18
35
39
9
18
35
39
10
39
2
13
26
30
5
14
18
35
9
21
36
10
39
1F
10
21
30
1I
15
23
18
35
5
17
28
21
36
9
18
38
CLASS LOCATION DESIGN FACTOR MAOP
WaB
WaA
WaB
WaA
39
CLASS III 0.5 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 3379+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3352+80
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3353+00
3354+00
3355+00
LAND USE
3356+00
3357+00
3358+00
3359+00
MATERIAL TAG
QUANTITY
DESCRIPTION
3360+00
3361+00
3362+00
3363+00
3364+00
3365+00
3366+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3367+00
3368+00
3369+00
3370+00
REVISIONS
3371+00
3372+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3374+00
APPROVALS DRAWN BY
NO.
3373+00
DATE
SCALE PLAN:
4
200'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
18
3
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
000-03-03-042 000-03-08-001 --- 002
RESIDENTIAL SITE SPECIFIC ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3377+00
3378+00
3379+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3352+80 TO STA. 3379+20
SCALE PROFILE H: 1" = 100'
2440'
000-03-02-055 --- 056
3376+00
1" = 100'
3
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
3375+00
SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-128
D
DANIELS RD / HWY 946
_M
94 6 /H W
Y
C _J
14
74
D G PR E O O F C P E RO EN R A T ED TE Y D G RL LIN PR E O INE E O F O PE R F R O A DA TY D N IE LI LS N E R
ED
33 96 33 +9 97 8 33 +0 97 2 33 +1 97 1 33 +2 97 4 +4 8
+3 0
33 87
92 5+
33 89
+8 8
C
PR
O
PE O PR
R TE
PE
IN
L
EN
LI N
E
F
LI N
O
R TY
E
R ST
E
M EA
10 11
R TY
STATIONING
812'
I
_I 01
0
_1
46'
3405+60
772'
PE-NO-133.000
3397+48
142'
3397+02
868'
PE-NO-129.000
3389+30
PE-NO-128.000
3387+88
PE-NO-122.000
3379+20
OWNERSHIP / FOOTAGE
NORTHAMPTON COUNTY, PENNSYLVANIA
M.P.
M.P.
64.5
64.0
29
S-05
ATW
+ 3410
33 75 +0 0
PE-NO-132.000 22
30
S-05
21
ATW AT
W S05
3405 33
21
80
+00
28
S-05
ATW
+0 0
S-05 ATW
MATCHLINE STA. 3379+20
042815_JC_1003_PEM
27
MATCHLINE STA. 3405+60
AT WS -05
AT W S05
00
+00
3400
PE-NO-129.000
ATW
26
S-05
PE-NO-133.000
33 85 +0 0
5
2 S-05 ATW
PE-NO-128.000
+00
3395
PE-NO-133.000
PE-NO-122.000
AT W
S05 23
+00
3390
AT W
S-
05
LAND USE
24
OL
RE
RD
AG
18
18
MATERIAL & COATING 1775'
60'
805'
3
4
3
SOILS
WaA 1I
2
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
30
9
18
35
10
21
36
39
CLASS III 0.5 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 3405+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3379+20
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3380+00
3381+00
LAND USE
3382+00
3383+00
3384+00
3385+00
3386+00
MATERIAL TAG
QUANTITY
DESCRIPTION
3387+00
3388+00
3389+00
3390+00
3391+00
3392+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3393+00
3394+00
3395+00
3396+00
3397+00
REVISIONS
3398+00
3399+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
3400+00
DATE
SCALE PLAN:
4
60'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
18
2
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
000-03-03-042 000-03-08-001 --- 002
RESIDENTIAL SITE SPECIFIC ACCESS ROAD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3403+00
3404+00
3405+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3379+20 TO STA. 3405+60
SCALE PROFILE H: 1" = 100'
2580'
000-03-02-056 --- 057
3402+00
1" = 100'
3
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
3401+00
SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1" = 100'
000-03-01-129
D
3432+00
PE-NO-133.000
3405+60
OWNERSHIP / FOOTAGE
N
TR AN
SM
IS S
IO
N
PI
PE
LI N E
2640'
M.P.
NAZ
34 08
+2 8
C
EN
TE R
LI N
E
O
F
FO
R
EI G
STATIONING
65.0
E TH B
64.5
M.P.
ARE
NORTHAMPTON COUNTY, PENNSYLVANIA
EH THL EM
PE-NO-133.001
PIKE
3425+0
0
1 91) (PA-
1
3 S-05 ATW
PE-NO-132.000
3415
29 S-05 ATW
MATCHLINE STA. 3432+00
MATCHLINE STA. 3405+60
+00 3420
+00
00
+00 3430
+ 3410
S-05
ATW
0
ATWS
-0534
32
3 S-05 ATW
PE-NO-133.000
ATWS +00 3405
-0535
28 S-05 ATW
3435+
00
ATWS
-0532 ATWS
-0533
LAND USE
AG 20
MATERIAL & COATING 2640' 3
SOILS
WaA
WaB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS III 0.5 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 3432+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3405+60
WATERBAR SPACING
NATURAL GROUND
300'
200'
SOILS
500'
400'
300'
3406+00
3407+00
LAND USE
3408+00
3409+00
3410+00
3411+00
3412+00
MATERIAL TAG
QUANTITY
3
2640'
20
1
DESCRIPTION
3413+00
3414+00
3415+00
3416+00
3417+00
3418+00
REFERENCE DRAWINGS DWG. NO.
TITLE
PIPE, 36.000" OD x .761 WT, API 5L, X-70, DSAW, FBE COATED
000-03-04-004 000-03-08-001 --- 002
PIPE YARD DETAIL TYPICAL CONSTRUCTION ROW DETAILS
3419+00
3420+00
3421+00
3422+00
3423+00
REVISIONS
3424+00
3425+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3427+00
APPROVALS DRAWN BY
NO.
3426+00
DATE
SCALE PLAN:
3428+00
3429+00
3430+00
3431+00
200'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3405+60 TO STA. 3432+00
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'
000-03-01-130
D
