northampton county, pennsylvania
GLASE ROAD (T-565)
BIEGLEY ROAD
M.P.
29 29 29 +2 29 6 29 +4 29 2 29 +5 29 3 29 +6 29 3 +7 9
29
08
29 20 29 +2 20 4 29 +3 20 1 29 +5 20 3 29 +5 20 4 +9 4
+6 5
PR O
PE R
TY
LI N E
STATIONING
PR O ED PE G RT C EO Y E N F LI N ED TE RO E R A G L PR E O INE D O F O PE R F R OA T5 TY D 6 5 LI N E
ED G PR E O O F ED PE RO G RT A C EO Y D EN F LI N PR TE RO E O RL AD P E IN R EO TY F L I BI N E E G LE Y
R
D
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
55.0
55.5
PE-NO-A679.000
PE-NO-001.025 PE-NO-A496.000
D YR
E GL
BIE
2915+00
2 ATWS
PE-NO-A684.000
-0425
MATCHLINE STA. 2930+40
MATCHLINE STA. 2904+00
2 S-04 ATW
2925+00
AT
WS
0 0+0 291
-04
25
00
2920+
-0424
ATWS
2905+00
AT
WS -0
426
3 S-042
ATW
293
0+0
ATWS-0421
0
AT W
S-0 427
W AT
AT W
S-0 4
28
22 04 S-
21
04 SW T A
D ER AS
PE-NO-001.024
GL
PE-NO-001.021 PE-NO-001.026 293
5+0
0
0
+0
00 29
LAND USE
UF
AG
UF
AG
UF AG
UF
AG
UF
AG
UF
AG
RD
14
AG
RD
AG
14
MATERIAL & COATING
SOILS
WkD
1583'
40'
80'
409'
406'
70'
52'
1
3
4
3
1
4
1
BkB
BkA
BkB
BkC
BkB 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
BkC
AfB
39
2
13
26
30
5
14
30
18
35
9
18
35
21
36
10
21
36
CLASS II
CLASS III
0.6
0.5
39
CLASS II 0.6
0.5
0.6
1480 PSIG 1100'
1100'
1000'
1000'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
900'
800'
MATCHLINE STA 2930+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 2904+00
WATERBAR SPACING
700'
600'
SOILS
900'
800'
700'
2905+00
2906+00
LAND USE
2907+00
2908+00
2909+00
2910+00
MATERIAL
2911+00
2912+00
2913+00
2914+00
2915+00
2916+00
2917+00
REFERENCE DRAWINGS
2918+00
2919+00
2920+00
2921+00
2922+00
REVISIONS
2923+00
2924+00
2925+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
DESCRIPTION
1
2041'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3
449'
4
150'
14
2
DWG. NO.
000-03-02-042 000-03-08-001 --- 002
TITLE
RESIDENTIAL SITE SPECIFIC TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
2927+00
2928+00
2929+00
2930+00
600'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2904+00 TO STA. 2930+40
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
2926+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-111
D
MOUNTAIN VIEW DR/ STATE RTE 946
1_ 00 C _J 15 05
N E
E N LI
PE R
TY
LI
N E
S
ER
T
PR O
EN C
+6 1
4
+0
NORTHAMPTON COUNTY, PENNSYLVANIA
55.5
HO CH
SHORT ROAD
29
49
50 29
29
29
46
+4 6
PR O
PE R
TY
LI
N E 29
43
+0 7
PR O
PE R
TY
LI
N E LI TY PE R PR O +8 3 37 29
M.P.
F
O
29
EA
TR
158'
54 29 +5 54 3 29 +8 54 4 29 +9 54 3 29 +9 55 9 29 +2 55 1 +2 2
51 29 +9 52 5 +2 C 9 EN PR TE O RL PE IN R EO TY F LI ST N E RE AM
M
STATIONING
12
-N
PA
RO
AD
2956+80
2955+22
38'
_1
7
8 -0
D H
PE-NO-A048.000
C EN PR TE O RL ED PE INE G RT O C EO Y FS EN F LI N T ED TE RO E RE AM G RL AD PR E O INE 05 12 O F O PE R F 15 _J R OA MO TY D C U _1 N LI TA 00 N E 3_ IN D VI _M EW I D R
255'
D _M I
268'
2954+84
315'
PE-NO-001.031
2952+29
339'
PE-NO-001.030
2949+61
524'
PE-NO-001.027
2946+46
743'
PE-NO-001.028
2943+07
PE-NO-001.027
2937+83
PE-NO-001.026
2930+40
OWNERSHIP / FOOTAGE
M.P.
56.0
6 D-08
PE-NO-001.028
H PA-N
PE-NO-001.030
PA-NHD-087 ATWS-0429
5+0
293
0
2945+00 2950+00
ATW
S-043
ATWS-0430
2955
+00
ATW S-043
2 TE R TE 9 46
0 0+0 293
PE-NO-001.031
427
051215_JC_1001_D_MI
ATW
S-04
35
S-04
ATW 33
N VIE
PE-NO-001.026 STREAM 051215_JC_1003_D_MI
MOU
051215_JC_1002_P_IN
NTAI
426 S-0 ATW
+00
2960
W DR
S-0
34
S-04
ATW
/ STA
PE-NO-001.027
ATW
4
MATCHLINE STA. 2956+80
ATWS-0431
2940+00
4 S-0 ATW
MATCHLINE STA. 2930+40
5
-042
S ATW
28
WETLAND 081815_MK_042_PEM
EY GL BIE
LEY
BIEG
LAND USE
RD
WETLAND NWI-013
RD
PE-NO-A048.000
PA-NHD-085
AG
UF
AG
UF
RD
UF
14
MATERIAL & COATING
SOILS
AfB
CpB
BkB
1931'
50'
154'
40'
223'
40'
50'
152'
1
2
1
2
1
2
4
1
CpB
BkC
BkB
AfB
BkF
CpB
CrB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
1F
10
21
1I
15
5 9
BtA
39
1F
10
21
23
1I
15
17
28
5
18
38
9
39
2
13
26
23
5
14
30
17
28
9
18
35
18
38
10
21
36
39
CLASS II 0.5
0.6
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 2956+80
SLOPE (%)
NATURAL GROUND
TRENCH PLUG SPACING
MATCHLINE STA 2930+40
WATERBAR SPACING
500'
400'
SOILS
700'
600'
500'
2931+00
2932+00
LAND USE
2933+00
2934+00
2935+00
2936+00
2937+00
MATERIAL
2938+00
2939+00
2940+00
2941+00
2942+00
2943+00
REFERENCE DRAWINGS
2944+00
2945+00
2946+00
2947+00
2948+00
REVISIONS
2949+00
2950+00
2951+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
130'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
90'
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
DESCRIPTION
1
2460'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
2 4 14
1
DWG. NO.
TITLE
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED 029-03-00-001
MAINLINE VALVE DETAILS
000-03-02-043
RESIDENTIAL SITE SPECIFIC
000-03-03-038
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
2953+00
2954+00
2955+00
2956+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2930+40 TO STA. 2956+80
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
2952+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-112
D
159'
2983+20
686'
PE-NO-A498.000
2965+25
PE-NO-043.000
2963+66
PE-NO-A048.000
2956+80
OWNERSHIP / FOOTAGE
1795'
LI N E PR O PE R TY 5 29 65 +2
29 63 +6
6
PR O PE R TY
LI N E
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
56.0
56.5
PE-NO-043.000
PE-NO-A048.000
PE-NO-A498.000
AT
43
29
2
55
+0
0
AT
WS
-04 33
-04 34
ATWS-0437
ATWS-0436
ATWS-0434
2980+00
2975+00
2970+00
2965+00
2960+00
MATCHLINE STA. 2983+20
WS
MATCHLINE STA. 2956+80
AT WS -0
ATWS-0435
2985+00
WETLAND NWI-013
STREAM PA-NHD-086
LAND USE
UF
AG
UF
AG
UF
AG
MATERIAL & COATING 2640' 1
SOILS
BtA
BkD
BkF
BkD
BkC
BkB
BkC
WkD
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II
CLASS I
0.6
0.72 1480 PSIG
1000'
1000'
T
900'
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 2983+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 2956+80
WATERBAR SPACING
900' NATURAL GROUND
600'
500'
SOILS
800'
700'
600'
2957+00
2958+00
2959+00
LAND USE
2960+00
2961+00
2962+00
2963+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2640'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
2964+00
2965+00
2966+00
2967+00
2968+00
2969+00
2970+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
2971+00
2972+00
2973+00
2974+00
REVISIONS
2975+00
2976+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
2978+00
APPROVALS DRAWN BY
NO.
2977+00
DATE
SCALE PLAN:
2979+00
2980+00
2981+00
2982+00
2983+00
500'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2956+80 TO STA. 2983+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 = 100'
000-03-01-113
D
S OAKS RD / T566
3009+60
583'
696'
LI N E PR O PE R TY 4
29 96 +8
1
PR O PE R TY
LI N E
29 93 29 +8 94 0 +1 C 8 EN P R TE O RL PE IN R EO TY F LI S T N E RE AM
M.P.
30 02 +6
56 /T PR O ED PE G RT C EO Y E N F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R OA S O TY D AK LI S N R E D 29 90 29 +2 90 8 29 +4 90 0 29 +5 90 5 29 +5 90 7 +7 3
STATIONING
3002+64
263'
PE-NO-043.003
PA -N H D -0 88
345'
PE-NO-A051.000
2996+81
2994+18
45'
PE-NO-A050.000
6
708'
PE-NO-043.002
2990+73
2990+28
PE-NO-A498.000
2983+20
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
56.5
57.0
RD /
T56 6
PE-NO-A498.000
SO
AKS
PA-NHD-088
PE-NO-A050.000
MATCHLINE STA. 2983+20
2980+00
MATCHLINE STA. 3009+60
PE-NO-A051.000 PA-NHD-004
-0445
ATWS ATWS-0 4
37
2985+00
ATWS-0 4
ATWS
40
0444
00 3010+
2990+0
0 ATWS-0
442 3005+
-0443 ATWS
ATWS-0
438
ATWS-0 4
2995+0
00
-0447 ATWS ATWS
-0446
0
39 ATWS-0
441
00 3000+
PE-NO-043.003 PE-NO-043.002
LAND USE
AG
UF
RD
UF
OL
UF
AG
UF
AG
14
MATERIAL & COATING
SOILS
701'
60'
279'
40'
1560'
1
4
1
2
1
BkB
CpB
WkD 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
BtB
39
BkF
1G
10
21
36
30
1I
15
23
37
18
35
5
17
28
38
21
36
9
18
35
39
BkD
BkC
BkB
BkA
CLASS II 0.6
BkB
CLASS I
0.5
0.6
0.72 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 3009+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 2983+20
WATERBAR SPACING
NATURAL GROUND
600'
500'
SOILS
800'
700'
600'
2984+00
2985+00
LAND USE
2986+00
2987+00
2988+00
2989+00
2990+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2540'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
2991+00
2992+00
2993+00
2994+00
2995+00
2996+00
REFERENCE DRAWINGS DWG. NO.
TITLE
2997+00
2998+00
2999+00
3000+00
3001+00
REVISIONS
3002+00
3003+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
3004+00
DATE
SCALE PLAN:
3008+00
3009+00
500'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2983+20 TO STA. 3009+60
SCALE PROFILE V: 1" = 100'
40'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
60'
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
14
1
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
TYPICAL CONSTRUCTION ROW DETAILS
3007+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
4
000-03-08-001 --- 002
3006+00
1" = 100'
2
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3005+00
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-114
D
EAST WALKER RD / T588
149'
3036+00
1282'
PE-NO-052.000
3025+15
3023+66
43'
PE-NO-051.000
1085'
1 01
3
M.P.
LI N E PR O PE R TY 30 25 +1
6
9
+7
5
R VE
D EA
E
W
30 23 +6
30 10 30 +4 10 1 30 +4 10 4 30 +6 10 3 30 +6 10 7 +8 4
O
H
IR
LI N E
STATIONING
PR O PE R TY
PR 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 AD PE IN R EO TY F LI E N W E AL KE R
R D
81'
PE-NO-052.000
3010+84
3010+41
PE-NO-043.003
3009+60
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
57.0
57.5
PE-NO-051.000
PE-NO-051.000
ATWS-0 444 445
ATWS-0449
ATWS-0448
3010+0 0
3035+00
3030+00 3025+00 ATWS-0
3020+00
446
3015+0
0
ATWS-0 447
ATW
S-0
MATCHLINE STA. 3036+00
MATCHLINE STA. 3009+60
ATWS-0
ATW
449
S-0
450
30
40
0
88 E WALKER RD / T5
PE-NO-052.000
PE-NO-052.000
LAND USE
AG
UF
RD
UF
AG
UF
AG
UF
AG
UF
AG
MATERIAL & COATING
SOILS
73'
60'
2507'
1
4
1
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
BkB
BfB 2
13
26
5
14
30
9
18
35
10
21
36
BfB
BkB
BkB
BfB
39
CLASS I 0.72
0.6
CLASS II 0.72
0.6 1480 PSIG
1100'
1100'
1000'
1000'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
900'
800'
NATURAL GROUND
MATCHLINE STA 3036+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3009+60
WATERBAR SPACING
700'
600'
SOILS
+0
900'
800'
700'
3010+00
3011+00
LAND USE
3012+00
3013+00
3014+00
3015+00
3016+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2041'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
4
60'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3017+00
3018+00
3019+00
3020+00
3021+00
3022+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
3023+00
3024+00
3025+00
3026+00
3027+00
REVISIONS
3028+00
3029+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3031+00
APPROVALS DRAWN BY
NO.
3030+00
DATE
SCALE PLAN:
3032+00
3033+00
3034+00
3035+00
600'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3009+60 TO STA. 3036+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'
000-03-01-115
D
187'
52'
3062+40
545'
PE-NO-062.000
3052+06
161'
PE-NO-060.000
3051+54
138'
PE-NO-058.000
3049+67
PE-NO-057.000
3044+22
136'
PE-NO-055.000
3042+61
PE-NO-053.000
3041+23
44'
W BEERSVILLE RD/ WT559
1034'
7 PR 30 O 50 PE 30 +0 R 9 50 TY +2 ED LI 4 N G E ED E O G F E D O RI F V D EW R IV AY EW AY 30 51 30 +5 51 4 30 +6 PR O 51 6 30 +7 ED PER 5 G T 51 30 +8 CE E O Y L N F IN 52 5 +0 ED TE RO E 6 G RL A PR E O INE D O F O PE R F R OA W TY D B EE LI R N SV E IL LE
LI N E TY
LI N E
E
IR
D
EA
R
VE
O 3 +9
M.P.
58.0
SCH ANE R BL
OTZ
57.5
3
4 05
NORTHAMPTON COUNTY, PENNSYLVANIA
DRI VE
M.P.
W
H
30 49 +6
30
44
30 42 +6
1
+2 2
PR O
PE R
PR O PE R TY
LI N E PR O PE R TY
30 41 +2
30 39 30 +4 39 3 30 +5 39 7 30 +6 39 6 30 +7 39 9 +8 7
STATIONING
3
PR O ED PE G RT C EO Y E N F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R OA S R TY D 4 00 LI 8 N /V E
AL LE Y
R D
VI EW
D R
343'
3039+87
3039+43
PE-NO-052.000
3036+00
OWNERSHIP / FOOTAGE
SR4008 / VALLEY VIEW DR
PE-NO-052.000
PE-NO-053.000 ATWS-0449
PE-NO-055.000
PE-NO-057.000 ATWS-045
6
PE-NO-060.000
9
3065+00 -04 52
0
456
ATWS-0
MATCHLINE STA. 3062+40
WS
0+0
ATWS-0450
3060+00
0
3055+0
AT
WS
453
ATWS-0
W
DR
-04 51
VI E
+00
AT
0
Y
5 303
304
MATCHLINE STA. 3036+00
44 S-0 ATW
/V
AL
LE
3050+0
455
ATWS-0
08
304
40
5+0
SR
0
454
ATWS-0
PE-NO-062.000
PE-NO-054.000
PE-NO-058.000 W
BE
ER SV I
LL
LAND USE
AG
RD
UF
AG
UF
RE
E
RD
/W
T5
59
RD
AG
MATERIAL & COATING
SOILS
BkB
335'
60'
1150'
70'
1025'
1
4
1
4
1
BkC
WkB
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
9 10
WkC
BkD
WkD
39
CpB
BkB 2
13
26
30
5
14
18
35
9
21
36
10
39
2
13
26
30
5
14
30
18
35
9
18
35
21
36
10
21
36
39
CLASS II 0.6
0.5
0.6
0.5
0.6
1480 PSIG 1100'
1100'
1000'
1000'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND 900'
800'
MATCHLINE STA 3062+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3036+00
WATERBAR SPACING
700'
600'
SOILS
900'
800'
700'
3037+00
3038+00
LAND USE
3039+00
3040+00
3041+00
3042+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2510'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
4
130'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3043+00
3044+00
3045+00
3046+00
3047+00
3048+00
3049+00
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-02-044 --- 45
RESIDENTIAL SITE SPECIFIC
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
3050+00
3051+00
3052+00
3053+00
3054+00
REVISIONS
3055+00
3056+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
3057+00
DATE
SCALE PLAN:
3058+00
3059+00
3060+00
3061+00
3062+00
600'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3036+00 TO STA. 3062+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'
000-03-01-116
D
E DANNERSVILLE RD/ T473
1598'
ST N E
O
F
LI N E
M.P.
30 87 +9
5
C EN TE R LI
PR O PE R TY 2 30 72 +8
30 70 30 +3 70 6 30 +5 70 7 30 +6 70 9 30 +7 70 3 30 +9 71 9 +4 3
30 66 +5
0
PR O PE R TY
LI N E
PR O ED PE G RT C EO Y E N F LI N ED TE RO E G RL AD PR E O INE O F O PR PE RO F T O RT AD 47 PE Y 3 R LIN TY E LI N E
STATIONING
R EA M
PA -N H D -0 89
139'
3088+80
44'
PE-NO-064.000
3072+82
63'
PE-NO-065.000
3071+43
386'
PE-NO-064.000
3070+99
410'
3070+36
PE-NO-063.000
3066+50
PE-NO-062.000
3062+40
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
58.0
58.5
PE-NO-064.000 STREAM PA-NHD-089 PE-NO-063.000
ATWS-0460 ATWS-0457
60
3085+00
3080+00
3075+00
3070+00
MATCHLINE STA. 3088+80
ATWS-0456
MATCHLINE STA. 3062+40
3060+00
ATWS-04
3065+00
ATWS-04
61
ATWS-0459
ATWS-0458
ATWS-04
62
3090+00
ATWS-04
63
PE-NO-065.000
PA-NHD-090
PE-NO-062.000
PA-NHD-090
LAND USE
AG
UF
AG
RD
UF
AG
UF
WB OW UF
WB OW UF
MATERIAL & COATING 788'
80'
1667'
40'
65'
1
4
1
2
1
SOILS
CpB
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
9 10
BkC
BkB
39
CpB
BtA 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
CpB
BkC
CLASS I
0.5
0.6
0.72
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 3088+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3062+40
WATERBAR SPACING
NATURAL GROUND
600'
500'
SOILS
800'
700'
600'
3063+00
3064+00
LAND USE
3065+00
3066+00
3067+00
3068+00
3069+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2520'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3070+00
3071+00
3072+00
3073+00
3074+00
3075+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3076+00
3077+00
3078+00
3079+00
3080+00
REVISIONS
3081+00
3082+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
3083+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
TYPICAL CONSTRUCTION ROW DETAILS
3087+00
3088+00
500'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3062+40 TO STA. 3088+80
SCALE PROFILE V: 1" = 100'
80'
000-03-08-001 --- 002
3086+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
4
RESIDENTIAL SITE SPECIFIC
3085+00
1" = 100'
2
000-03-02-046
3084+00
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-117
D
3115+20
48'
583'
PR O ED PE G RT C EO Y E N F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R OA S R TY D 4 02 LI 7 N /G E
R O U SE
D R
654'
PE-NO-071.000
3109+37
181'
3108+89
964'
PE-NO-069.000
3102+35
PE-NO-068.000
3100+54
210'
PE-NO-067.000
3090+90
PE-NO-064.000
3088+80
OWNERSHIP / FOOTAGE
SR4027/ GROUSE DR
M.P.
LI N E
31 08 31 +8 08 9 31 +9 09 6 31 +1 09 3 31 +2 09 0 +3 7
31 02 +3
5
PR O PE R TY
LI N E PR O PE R TY 4 31 00 +5
30 90 +9
0
PR O PE R TY
LI N E
STATIONING
NORTHAMPTON COUNTY, PENNSYLVANIA
58.5
M.P.
59.0 PE-NO-064.000
PE-NO-067.000
PE-NO-068.000 STREAM 090314_DB_1011_E_MI
PE-NO-070.000
MATCHLINE STA. 3088+80
3085+00
ATWS-0461
ATWS-0462 ATWS-0464
67 04
3115+00
S-
3090+00
W AT
3095+00 3100+0
0 00 0+
ATWS-0463
ATWS-0468
1 31
AT
3105+
00
W
04 S-
66
MATCHLINE STA. 3115+20
ATWS-0469 ATWS-0460
ATWS-0470
PE-NO-071.000
465 S-0
ATW
PE-NO-069.000 STREAM PA-NHD-089
LAND USE
UF
AG
RE
AG
RD
AG
MATERIAL & COATING
SOILS
CpB
BkB
2003'
60'
577'
1
4
1
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I
2
13
26
5
14
30
9
18
35
10
21
36
39
CLASS II
0.72
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
NATURAL GROUND
700'
600'
MATCHLINE STA 3115+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3088+80
WATERBAR SPACING
500'
400'
SOILS
700'
600'
500'
3089+00
3090+00
3091+00
LAND USE
3092+00
3093+00
3094+00
3095+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2580'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
4
60'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3096+00
3097+00
3098+00
3099+00
3100+00
3101+00
3102+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
3103+00
3104+00
3105+00
3106+00
REVISIONS
3107+00
3108+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3110+00
APPROVALS DRAWN BY
NO.
3109+00
DATE
SCALE PLAN:
3111+00
3112+00
3113+00
3114+00
3115+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3088+80 TO STA. 3115+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 = 100'
000-03-01-118
D
987'
PE-NO-078.000 1'
3141+60
210'
3141+59
26'
PE-NO-076.000
3131+72
3129+62
298'
PE-NO-077.000
D
R
3
M.P.
LI N E
PR O PE R TY
31 41 +5
31 25 31 +2 25 6 +3 4 31 25 31 +5 25 7 31 +8 26 3 +3 8
31 20 +2
5
53
5+ 12
2
PR O PE R TY
T
EN
C
31 31 +7
E
N
LI ER
PR O PE R TY
H
PR O ED PE G RT E Y O LI F N R E ED O AD G PR E O O F PR PE RO O RT AD PE Y R LIN TY E LI N E
LI N E
F
O
9
G
AV R
LI N E
H
C AT
ST F O N E
PE-NO-076.000
3129+36
55'
EL
31 16 31 +8 17 4 31 +0 17 3 31 +2 17 0 31 +2 17 9 +5 0
C EN TE R LI 3 31 15 +9
3126+38
57'
PE-NO-077.000
31 27 31 +1 27 6 31 +3 EN T 27 5 +5 C ER 7 EN / E EN TE XIT TE RL W R INE ET /E O L 31 XI F AN 28 T S D +2 W TR 4 ET E C LA AM EN N 0 D 90 TE 41 R LI 4_ N D E B_ O F 10 ST 12 31 R _I EA _M 29 M I 31 +3 09 29 6 0 +6 PR 41 2 4_ O D PR PE B_ O RT 10 PE Y 13 R LIN _I TY E _M LI I N E
501'
PE-NO-076.000
3125+83
275'
3125+26
PE-NO-074.000
3120+25
66'
STATIONING
PE-NO-072.000
R EA PR M 09 O 03 ED PE 14 G RT _D E Y C B_ E N OF LI N 10 ED TE RO E 11 G RL AD _E PR E O INE _M O F O I PE R F O R A WH TY D IT ET LI N AI E L D EE R D R /S R 40 06
164'
HATCH GRAVEL RD 3117+50
3116+84
PE-NO-071.000
3115+20
OWNERSHIP / FOOTAGE
WHITETAIL DEER DR/ SR4006
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
59.0
59.5
PE-NO-071.000 PE-NO-076.000
090414_DB_1013_I_MI
090414_DB_1013_I_MI
PE-NO-074.000
090414_DB_008_PEM
PE-NO-073.000 ATWS-0476
ATWS-0473 ATWS-0471
3130+00
3135+00
MATCHLINE STA. 3141+60
MATCHLINE STA. 3115+20
ATWS-0469 3125+00
ATWS-0475
3120+00
3140+00
ATWS-0474
3115+00
ATWS-0472
ATWS-0470
090414_DB_1013_I_MI
ATWS-0468
3145+00
090414_DB_007_PEM
STREAM 090314_DB_1011_E_MI
090414_DB_007_PEM
PE-NO-077.000
PE-NO-072.000 090414_DB_1012_I_MI PE-NO-075.000
PE-NO-078.000
LAND USE
AG
UF
AG
RD
UF
AG
UF
AG
UF
RE
RD
UF
AG
UF
MATERIAL & COATING 53'
40'
64'
80'
763'
70'
125'
40'
49'
40'
788'
528'
1
2
1
4
1
4
1
2
1
2
1
3
SOILS
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
1F
10
21
1I
15
5 9
39
2
13
26
23
5
14
17
28
9
18
38
10
BkA
BkB
39
BkC 2
13
26
30
5
14
18
35
9
21
36
10
39
BtB
UhD
1I
18
34
1F
10
21
30
5
21
36
1I
15
18
35
9
32
39
5
21
36
10
33
9
BkD 39
1F
10
21
23
1I
15
23
17
28
5
17
28
18
38
9
18
38
BkC
BkB
BkC
BkD
39
CLASS II 0.6
0.5
0.6
BkF
CLASS III
0.5
0.6
0.5
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 3141+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3115+20
WATERBAR SPACING
NATURAL GROUND
500'
400'
SOILS
700'
600'
500'
3116+00
3117+00
LAND USE
3118+00
3119+00
3120+00
3121+00
3122+00
MATERIAL
3123+00
3124+00
3125+00
3126+00
3127+00
3128+00
REFERENCE DRAWINGS
3129+00
3130+00
3131+00
3132+00
3133+00
REVISIONS
3134+00
3135+00
APPROVALS
TAG
QUANTITY
DESCRIPTION
DATE
DRAWN
CK
APPR
DRAWN BY
1
1582'
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
DWG. NO.
TITLE
NO.
REVISIONS
3136+00
DATE
SCALE PLAN:
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
528'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
4
150'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
TYPICAL CONSTRUCTION ROW DETAILS
3140+00
3141+00
400'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3115+20 TO STA. 3141+60
SCALE PROFILE V: 1" = 100'
120'
000-03-08-001 --- 002
3139+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
2
RESIDENTIAL SITE SPECIFIC
3138+00
1" = 100'
3
000-03-02-047
3137+00
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-119
D
569'
3168+00
732'
PE-NO-082.000
3161+26
665'
PE-NO-081.000
3155+57
PE-NO-080.000
3148+25
PE-NO-078.000
3141+60
OWNERSHIP / FOOTAGE
674'
M.P.
LI N E 31 61 +2
6
PR O PE R TY
LI N E PR O PE R TY 7 31 55 +5
31 48 +2
5
PR O PE R TY
LI N E
STATIONING
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
59.5
60.0
PE-NO-079.000
PE-NO-076.000
3140+0 0
3165+00
3160+00
3155+00
3150+00
3145+00
MATCHLINE STA. 3168+00
MATCHLINE STA. 3141+60
ATWS-0476
00
+ 3170
PE-NO-080.000 PE-NO-081.000 PA-NHD-089 PE-NO-082.000
PA-NHD-089
PE-NO-078.000
LAND USE
UF
AG
MATERIAL & COATING 2640' 3
SOILS
BkF
BkD
BkF
BkD
BkC
BkD
BkF
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS III 0.5 1480 PSIG 800'
800'
T
700'
700' NATURAL GROUND
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 3168+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3141+60
WATERBAR SPACING
400'
300'
SOILS
600'
500'
400'
3142+00
3143+00
LAND USE
3144+00
3145+00
3146+00
3147+00
3148+00
MATERIAL TAG
QUANTITY
DESCRIPTION
3
2640'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3149+00
3150+00
3151+00
3152+00
3153+00
3154+00
REFERENCE DRAWINGS DWG. NO.
000-03-02-048 000-03-08-001 --- 002
TITLE
RESIDENTIAL SITE SPECIFIC TYPICAL CONSTRUCTION ROW DETAILS
3155+00
3156+00
3157+00
3158+00
3159+00
REVISIONS
3160+00
3161+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3163+00
APPROVALS DRAWN BY
NO.
3162+00
DATE
SCALE PLAN:
3164+00
3165+00
3166+00
3167+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3141+60 TO STA. 3168+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'
000-03-01-120
D
BIEGLEY ROAD
M.P.
29 29 29 +2 29 6 29 +4 29 2 29 +5 29 3 29 +6 29 3 +7 9
29
08
29 20 29 +2 20 4 29 +3 20 1 29 +5 20 3 29 +5 20 4 +9 4
+6 5
PR O
PE R
TY
LI N E
STATIONING
PR O ED PE G RT C EO Y E N F LI N ED TE RO E R A G L PR E O INE D O F O PE R F R OA T5 TY D 6 5 LI N E
ED G PR E O O F ED PE RO G RT A C EO Y D EN F LI N PR TE RO E O RL AD P E IN R EO TY F L I BI N E E G LE Y
R
D
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
55.0
55.5
PE-NO-A679.000
PE-NO-001.025 PE-NO-A496.000
D YR
E GL
BIE
2915+00
2 ATWS
PE-NO-A684.000
-0425
MATCHLINE STA. 2930+40
MATCHLINE STA. 2904+00
2 S-04 ATW
2925+00
AT
WS
0 0+0 291
-04
25
00
2920+
-0424
ATWS
2905+00
AT
WS -0
426
3 S-042
ATW
293
0+0
ATWS-0421
0
AT W
S-0 427
W AT
AT W
S-0 4
28
22 04 S-
21
04 SW T A
D ER AS
PE-NO-001.024
GL
PE-NO-001.021 PE-NO-001.026 293
5+0
0
0
+0
00 29
LAND USE
UF
AG
UF
AG
UF AG
UF
AG
UF
AG
UF
AG
RD
14
AG
RD
AG
14
MATERIAL & COATING
SOILS
WkD
1583'
40'
80'
409'
406'
70'
52'
1
3
4
3
1
4
1
BkB
BkA
BkB
BkC
BkB 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
BkC
AfB
39
2
13
26
30
5
14
30
18
35
9
18
35
21
36
10
21
36
CLASS II
CLASS III
0.6
0.5
39
CLASS II 0.6
0.5
0.6
1480 PSIG 1100'
1100'
1000'
1000'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND
900'
800'
MATCHLINE STA 2930+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 2904+00
WATERBAR SPACING
700'
600'
SOILS
900'
800'
700'
2905+00
2906+00
LAND USE
2907+00
2908+00
2909+00
2910+00
MATERIAL
2911+00
2912+00
2913+00
2914+00
2915+00
2916+00
2917+00
REFERENCE DRAWINGS
2918+00
2919+00
2920+00
2921+00
2922+00
REVISIONS
2923+00
2924+00
2925+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
DESCRIPTION
1
2041'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3
449'
4
150'
14
2
DWG. NO.
000-03-02-042 000-03-08-001 --- 002
TITLE
RESIDENTIAL SITE SPECIFIC TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
2927+00
2928+00
2929+00
2930+00
600'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2904+00 TO STA. 2930+40
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
2926+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-111
D
MOUNTAIN VIEW DR/ STATE RTE 946
1_ 00 C _J 15 05
N E
E N LI
PE R
TY
LI
N E
S
ER
T
PR O
EN C
+6 1
4
+0
NORTHAMPTON COUNTY, PENNSYLVANIA
55.5
HO CH
SHORT ROAD
29
49
50 29
29
29
46
+4 6
PR O
PE R
TY
LI
N E 29
43
+0 7
PR O
PE R
TY
LI
N E LI TY PE R PR O +8 3 37 29
M.P.
F
O
29
EA
TR
158'
54 29 +5 54 3 29 +8 54 4 29 +9 54 3 29 +9 55 9 29 +2 55 1 +2 2
51 29 +9 52 5 +2 C 9 EN PR TE O RL PE IN R EO TY F LI ST N E RE AM
M
STATIONING
12
-N
PA
RO
AD
2956+80
2955+22
38'
_1
7
8 -0
D H
PE-NO-A048.000
C EN PR TE O RL ED PE INE G RT O C EO Y FS EN F LI N T ED TE RO E RE AM G RL AD PR E O INE 05 12 O F O PE R F 15 _J R OA MO TY D C U _1 N LI TA 00 N E 3_ IN D VI _M EW I D R
255'
D _M I
268'
2954+84
315'
PE-NO-001.031
2952+29
339'
PE-NO-001.030
2949+61
524'
PE-NO-001.027
2946+46
743'
PE-NO-001.028
2943+07
PE-NO-001.027
2937+83
PE-NO-001.026
2930+40
OWNERSHIP / FOOTAGE
M.P.
56.0
6 D-08
PE-NO-001.028
H PA-N
PE-NO-001.030
PA-NHD-087 ATWS-0429
5+0
293
0
2945+00 2950+00
ATW
S-043
ATWS-0430
2955
+00
ATW S-043
2 TE R TE 9 46
0 0+0 293
PE-NO-001.031
427
051215_JC_1001_D_MI
ATW
S-04
35
S-04
ATW 33
N VIE
PE-NO-001.026 STREAM 051215_JC_1003_D_MI
MOU
051215_JC_1002_P_IN
NTAI
426 S-0 ATW
+00
2960
W DR
S-0
34
S-04
ATW
/ STA
PE-NO-001.027
ATW
4
MATCHLINE STA. 2956+80
ATWS-0431
2940+00
4 S-0 ATW
MATCHLINE STA. 2930+40
5
-042
S ATW
28
WETLAND 081815_MK_042_PEM
EY GL BIE
LEY
BIEG
LAND USE
RD
WETLAND NWI-013
RD
PE-NO-A048.000
PA-NHD-085
AG
UF
AG
UF
RD
UF
14
MATERIAL & COATING
SOILS
AfB
CpB
BkB
1931'
50'
154'
40'
223'
40'
50'
152'
1
2
1
2
1
2
4
1
CpB
BkC
BkB
AfB
BkF
CpB
CrB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
1F
10
21
1I
15
5 9
BtA
39
1F
10
21
23
1I
15
17
28
5
18
38
9
39
2
13
26
23
5
14
30
17
28
9
18
35
18
38
10
21
36
39
CLASS II 0.5
0.6
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 2956+80
SLOPE (%)
NATURAL GROUND
TRENCH PLUG SPACING
MATCHLINE STA 2930+40
WATERBAR SPACING
500'
400'
SOILS
700'
600'
500'
2931+00
2932+00
LAND USE
2933+00
2934+00
2935+00
2936+00
2937+00
MATERIAL
2938+00
2939+00
2940+00
2941+00
2942+00
2943+00
REFERENCE DRAWINGS
2944+00
2945+00
2946+00
2947+00
2948+00
REVISIONS
2949+00
2950+00
2951+00
APPROVALS DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
130'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
90'
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
QUANTITY
DESCRIPTION
1
2460'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
2 4 14
1
DWG. NO.
TITLE
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED 029-03-00-001
MAINLINE VALVE DETAILS
000-03-02-043
RESIDENTIAL SITE SPECIFIC
000-03-03-038
ACCESS ROAD DETAIL
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
NO.
REVISIONS
2953+00
2954+00
2955+00
2956+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2930+40 TO STA. 2956+80
1" = 100'
DRAWN BY
TAG
DATE
SCALE PLAN:
2952+00
SCALE PROFILE H: 1" = 100' SCALE PROFILE V: 1" = 100'
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-112
D
159'
2983+20
686'
PE-NO-A498.000
2965+25
PE-NO-043.000
2963+66
PE-NO-A048.000
2956+80
OWNERSHIP / FOOTAGE
1795'
LI N E PR O PE R TY 5 29 65 +2
29 63 +6
6
PR O PE R TY
LI N E
STATIONING
M.P.
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
56.0
56.5
PE-NO-043.000
PE-NO-A048.000
PE-NO-A498.000
AT
43
29
2
55
+0
0
AT
WS
-04 33
-04 34
ATWS-0437
ATWS-0436
ATWS-0434
2980+00
2975+00
2970+00
2965+00
2960+00
MATCHLINE STA. 2983+20
WS
MATCHLINE STA. 2956+80
AT WS -0
ATWS-0435
2985+00
WETLAND NWI-013
STREAM PA-NHD-086
LAND USE
UF
AG
UF
AG
UF
AG
MATERIAL & COATING 2640' 1
SOILS
BtA
BkD
BkF
BkD
BkC
BkB
BkC
WkD
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS II
CLASS I
0.6
0.72 1480 PSIG
1000'
1000'
T
900'
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 2983+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 2956+80
WATERBAR SPACING
900' NATURAL GROUND
600'
500'
SOILS
800'
700'
600'
2957+00
2958+00
2959+00
LAND USE
2960+00
2961+00
2962+00
2963+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2640'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
2964+00
2965+00
2966+00
2967+00
2968+00
2969+00
2970+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
2971+00
2972+00
2973+00
2974+00
REVISIONS
2975+00
2976+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
2978+00
APPROVALS DRAWN BY
NO.
2977+00
DATE
SCALE PLAN:
2979+00
2980+00
2981+00
2982+00
2983+00
500'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2956+80 TO STA. 2983+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 = 100'
000-03-01-113
D
S OAKS RD / T566
3009+60
583'
696'
LI N E PR O PE R TY 4
29 96 +8
1
PR O PE R TY
LI N E
29 93 29 +8 94 0 +1 C 8 EN P R TE O RL PE IN R EO TY F LI S T N E RE AM
M.P.
30 02 +6
56 /T PR O ED PE G RT C EO Y E N F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R OA S O TY D AK LI S N R E D 29 90 29 +2 90 8 29 +4 90 0 29 +5 90 5 29 +5 90 7 +7 3
STATIONING
3002+64
263'
PE-NO-043.003
PA -N H D -0 88
345'
PE-NO-A051.000
2996+81
2994+18
45'
PE-NO-A050.000
6
708'
PE-NO-043.002
2990+73
2990+28
PE-NO-A498.000
2983+20
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
56.5
57.0
RD /
T56 6
PE-NO-A498.000
SO
AKS
PA-NHD-088
PE-NO-A050.000
MATCHLINE STA. 2983+20
2980+00
MATCHLINE STA. 3009+60
PE-NO-A051.000 PA-NHD-004
-0445
ATWS ATWS-0 4
37
2985+00
ATWS-0 4
ATWS
40
0444
00 3010+
2990+0
0 ATWS-0
442 3005+
-0443 ATWS
ATWS-0
438
ATWS-0 4
2995+0
00
-0447 ATWS ATWS
-0446
0
39 ATWS-0
441
00 3000+
PE-NO-043.003 PE-NO-043.002
LAND USE
AG
UF
RD
UF
OL
UF
AG
UF
AG
14
MATERIAL & COATING
SOILS
701'
60'
279'
40'
1560'
1
4
1
2
1
BkB
CpB
WkD 2
13
26
5
14
9 10
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
BtB
39
BkF
1G
10
21
36
30
1I
15
23
37
18
35
5
17
28
38
21
36
9
18
35
39
BkD
BkC
BkB
BkA
CLASS II 0.6
BkB
CLASS I
0.5
0.6
0.72 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 3009+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 2983+20
WATERBAR SPACING
NATURAL GROUND
600'
500'
SOILS
800'
700'
600'
2984+00
2985+00
LAND USE
2986+00
2987+00
2988+00
2989+00
2990+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2540'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
2991+00
2992+00
2993+00
2994+00
2995+00
2996+00
REFERENCE DRAWINGS DWG. NO.
TITLE
2997+00
2998+00
2999+00
3000+00
3001+00
REVISIONS
3002+00
3003+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
3004+00
DATE
SCALE PLAN:
3008+00
3009+00
500'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 2983+20 TO STA. 3009+60
SCALE PROFILE V: 1" = 100'
40'
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
60'
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
14
1
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
TYPICAL CONSTRUCTION ROW DETAILS
3007+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
4
000-03-08-001 --- 002
3006+00
1" = 100'
2
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3005+00
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-114
D
EAST WALKER RD / T588
149'
3036+00
1282'
PE-NO-052.000
3025+15
3023+66
43'
PE-NO-051.000
1085'
1 01
3
M.P.
LI N E PR O PE R TY 30 25 +1
6
9
+7
5
R VE
D EA
E
W
30 23 +6
30 10 30 +4 10 1 30 +4 10 4 30 +6 10 3 30 +6 10 7 +8 4
O
H
IR
LI N E
STATIONING
PR O PE R TY
PR 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 AD PE IN R EO TY F LI E N W E AL KE R
R D
81'
PE-NO-052.000
3010+84
3010+41
PE-NO-043.003
3009+60
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
57.0
57.5
PE-NO-051.000
PE-NO-051.000
ATWS-0 444 445
ATWS-0449
ATWS-0448
3010+0 0
3035+00
3030+00 3025+00 ATWS-0
3020+00
446
3015+0
0
ATWS-0 447
ATW
S-0
MATCHLINE STA. 3036+00
MATCHLINE STA. 3009+60
ATWS-0
ATW
449
S-0
450
30
40
0
88 E WALKER RD / T5
PE-NO-052.000
PE-NO-052.000
LAND USE
AG
UF
RD
UF
AG
UF
AG
UF
AG
UF
AG
MATERIAL & COATING
SOILS
73'
60'
2507'
1
4
1
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
BkB
BfB 2
13
26
5
14
30
9
18
35
10
21
36
BfB
BkB
BkB
BfB
39
CLASS I 0.72
0.6
CLASS II 0.72
0.6 1480 PSIG
1100'
1100'
1000'
1000'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
900'
800'
NATURAL GROUND
MATCHLINE STA 3036+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3009+60
WATERBAR SPACING
700'
600'
SOILS
+0
900'
800'
700'
3010+00
3011+00
LAND USE
3012+00
3013+00
3014+00
3015+00
3016+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2041'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
4
60'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3017+00
3018+00
3019+00
3020+00
3021+00
3022+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
3023+00
3024+00
3025+00
3026+00
3027+00
REVISIONS
3028+00
3029+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3031+00
APPROVALS DRAWN BY
NO.
3030+00
DATE
SCALE PLAN:
3032+00
3033+00
3034+00
3035+00
600'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3009+60 TO STA. 3036+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'
000-03-01-115
D
187'
52'
3062+40
545'
PE-NO-062.000
3052+06
161'
PE-NO-060.000
3051+54
138'
PE-NO-058.000
3049+67
PE-NO-057.000
3044+22
136'
PE-NO-055.000
3042+61
PE-NO-053.000
3041+23
44'
W BEERSVILLE RD/ WT559
1034'
7 PR 30 O 50 PE 30 +0 R 9 50 TY +2 ED LI 4 N G E ED E O G F E D O RI F V D EW R IV AY EW AY 30 51 30 +5 51 4 30 +6 PR O 51 6 30 +7 ED PER 5 G T 51 30 +8 CE E O Y L N F IN 52 5 +0 ED TE RO E 6 G RL A PR E O INE D O F O PE R F R OA W TY D B EE LI R N SV E IL LE
LI N E TY
LI N E
E
IR
D
EA
R
VE
O 3 +9
M.P.
58.0
SCH ANE R BL
OTZ
57.5
3
4 05
NORTHAMPTON COUNTY, PENNSYLVANIA
DRI VE
M.P.
W
H
30 49 +6
30
44
30 42 +6
1
+2 2
PR O
PE R
PR O PE R TY
LI N E PR O PE R TY
30 41 +2
30 39 30 +4 39 3 30 +5 39 7 30 +6 39 6 30 +7 39 9 +8 7
STATIONING
3
PR O ED PE G RT C EO Y E N F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R OA S R TY D 4 00 LI 8 N /V E
AL LE Y
R D
VI EW
D R
343'
3039+87
3039+43
PE-NO-052.000
3036+00
OWNERSHIP / FOOTAGE
SR4008 / VALLEY VIEW DR
PE-NO-052.000
PE-NO-053.000 ATWS-0449
PE-NO-055.000
PE-NO-057.000 ATWS-045
6
PE-NO-060.000
9
3065+00 -04 52
0
456
ATWS-0
MATCHLINE STA. 3062+40
WS
0+0
ATWS-0450
3060+00
0
3055+0
AT
WS
453
ATWS-0
W
DR
-04 51
VI E
+00
AT
0
Y
5 303
304
MATCHLINE STA. 3036+00
44 S-0 ATW
/V
AL
LE
3050+0
455
ATWS-0
08
304
40
5+0
SR
0
454
ATWS-0
PE-NO-062.000
PE-NO-054.000
PE-NO-058.000 W
BE
ER SV I
LL
LAND USE
AG
RD
UF
AG
UF
RE
E
RD
/W
T5
59
RD
AG
MATERIAL & COATING
SOILS
BkB
335'
60'
1150'
70'
1025'
1
4
1
4
1
BkC
WkB
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
9 10
WkC
BkD
WkD
39
CpB
BkB 2
13
26
30
5
14
18
35
9
21
36
10
39
2
13
26
30
5
14
30
18
35
9
18
35
21
36
10
21
36
39
CLASS II 0.6
0.5
0.6
0.5
0.6
1480 PSIG 1100'
1100'
1000'
1000'
T
SPACING (FT)
15 - 30
100
>30
50
SLOPE (%)
SPACING (FT)
15 - 25
300
>25 - 35
200
35 - 100
100
100
50
NATURAL GROUND 900'
800'
MATCHLINE STA 3062+40
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3036+00
WATERBAR SPACING
700'
600'
SOILS
900'
800'
700'
3037+00
3038+00
LAND USE
3039+00
3040+00
3041+00
3042+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2510'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
4
130'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3043+00
3044+00
3045+00
3046+00
3047+00
3048+00
3049+00
REFERENCE DRAWINGS DWG. NO.
TITLE
000-03-02-044 --- 45
RESIDENTIAL SITE SPECIFIC
000-03-08-001 --- 002
TYPICAL CONSTRUCTION ROW DETAILS
3050+00
3051+00
3052+00
3053+00
3054+00
REVISIONS
3055+00
3056+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
3057+00
DATE
SCALE PLAN:
3058+00
3059+00
3060+00
3061+00
3062+00
600'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3036+00 TO STA. 3062+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'
000-03-01-116
D
E DANNERSVILLE RD/ T473
1598'
ST N E
O
F
LI N E
M.P.
30 87 +9
5
C EN TE R LI
PR O PE R TY 2 30 72 +8
30 70 30 +3 70 6 30 +5 70 7 30 +6 70 9 30 +7 70 3 30 +9 71 9 +4 3
30 66 +5
0
PR O PE R TY
LI N E
PR O ED PE G RT C EO Y E N F LI N ED TE RO E G RL AD PR E O INE O F O PR PE RO F T O RT AD 47 PE Y 3 R LIN TY E LI N E
STATIONING
R EA M
PA -N H D -0 89
139'
3088+80
44'
PE-NO-064.000
3072+82
63'
PE-NO-065.000
3071+43
386'
PE-NO-064.000
3070+99
410'
3070+36
PE-NO-063.000
3066+50
PE-NO-062.000
3062+40
OWNERSHIP / FOOTAGE
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
58.0
58.5
PE-NO-064.000 STREAM PA-NHD-089 PE-NO-063.000
ATWS-0460 ATWS-0457
60
3085+00
3080+00
3075+00
3070+00
MATCHLINE STA. 3088+80
ATWS-0456
MATCHLINE STA. 3062+40
3060+00
ATWS-04
3065+00
ATWS-04
61
ATWS-0459
ATWS-0458
ATWS-04
62
3090+00
ATWS-04
63
PE-NO-065.000
PA-NHD-090
PE-NO-062.000
PA-NHD-090
LAND USE
AG
UF
AG
RD
UF
AG
UF
WB OW UF
WB OW UF
MATERIAL & COATING 788'
80'
1667'
40'
65'
1
4
1
2
1
SOILS
CpB
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
2
13
26
5
14
9 10
BkC
BkB
39
CpB
BtA 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
CpB
BkC
CLASS I
0.5
0.6
0.72
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 3088+80
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3062+40
WATERBAR SPACING
NATURAL GROUND
600'
500'
SOILS
800'
700'
600'
3063+00
3064+00
LAND USE
3065+00
3066+00
3067+00
3068+00
3069+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2520'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3070+00
3071+00
3072+00
3073+00
3074+00
3075+00
REFERENCE DRAWINGS DWG. NO.
TITLE
3076+00
3077+00
3078+00
3079+00
3080+00
REVISIONS
3081+00
3082+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
3083+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
TYPICAL CONSTRUCTION ROW DETAILS
3087+00
3088+00
500'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3062+40 TO STA. 3088+80
SCALE PROFILE V: 1" = 100'
80'
000-03-08-001 --- 002
3086+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
4
RESIDENTIAL SITE SPECIFIC
3085+00
1" = 100'
2
000-03-02-046
3084+00
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-117
D
3115+20
48'
583'
PR O ED PE G RT C EO Y E N F LI N ED TE RO E G RL AD PR E O INE O F O PE R F R OA S R TY D 4 02 LI 7 N /G E
R O U SE
D R
654'
PE-NO-071.000
3109+37
181'
3108+89
964'
PE-NO-069.000
3102+35
PE-NO-068.000
3100+54
210'
PE-NO-067.000
3090+90
PE-NO-064.000
3088+80
OWNERSHIP / FOOTAGE
SR4027/ GROUSE DR
M.P.
LI N E
31 08 31 +8 08 9 31 +9 09 6 31 +1 09 3 31 +2 09 0 +3 7
31 02 +3
5
PR O PE R TY
LI N E PR O PE R TY 4 31 00 +5
30 90 +9
0
PR O PE R TY
LI N E
STATIONING
NORTHAMPTON COUNTY, PENNSYLVANIA
58.5
M.P.
59.0 PE-NO-064.000
PE-NO-067.000
PE-NO-068.000 STREAM 090314_DB_1011_E_MI
PE-NO-070.000
MATCHLINE STA. 3088+80
3085+00
ATWS-0461
ATWS-0462 ATWS-0464
67 04
3115+00
S-
3090+00
W AT
3095+00 3100+0
0 00 0+
ATWS-0463
ATWS-0468
1 31
AT
3105+
00
W
04 S-
66
MATCHLINE STA. 3115+20
ATWS-0469 ATWS-0460
ATWS-0470
PE-NO-071.000
465 S-0
ATW
PE-NO-069.000 STREAM PA-NHD-089
LAND USE
UF
AG
RE
AG
RD
AG
MATERIAL & COATING
SOILS
CpB
BkB
2003'
60'
577'
1
4
1
BkC
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS I
2
13
26
5
14
30
9
18
35
10
21
36
39
CLASS II
0.72
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
NATURAL GROUND
700'
600'
MATCHLINE STA 3115+20
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3088+80
WATERBAR SPACING
500'
400'
SOILS
700'
600'
500'
3089+00
3090+00
3091+00
LAND USE
3092+00
3093+00
3094+00
3095+00
MATERIAL TAG
QUANTITY
DESCRIPTION
1
2580'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
4
60'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3096+00
3097+00
3098+00
3099+00
3100+00
3101+00
3102+00
REFERENCE DRAWINGS DWG. NO.
000-03-08-001 --- 002
TITLE
TYPICAL CONSTRUCTION ROW DETAILS
3103+00
3104+00
3105+00
3106+00
REVISIONS
3107+00
3108+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3110+00
APPROVALS DRAWN BY
NO.
3109+00
DATE
SCALE PLAN:
3111+00
3112+00
3113+00
3114+00
3115+00
400'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3088+80 TO STA. 3115+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 = 100'
000-03-01-118
D
987'
PE-NO-078.000 1'
3141+60
210'
3141+59
26'
PE-NO-076.000
3131+72
3129+62
298'
PE-NO-077.000
D
R
3
M.P.
LI N E
PR O PE R TY
31 41 +5
31 25 31 +2 25 6 +3 4 31 25 31 +5 25 7 31 +8 26 3 +3 8
31 20 +2
5
53
5+ 12
2
PR O PE R TY
T
EN
C
31 31 +7
E
N
LI ER
PR O PE R TY
H
PR O ED PE G RT E Y O LI F N R E ED O AD G PR E O O F PR PE RO O RT AD PE Y R LIN TY E LI N E
LI N E
F
O
9
G
AV R
LI N E
H
C AT
ST F O N E
PE-NO-076.000
3129+36
55'
EL
31 16 31 +8 17 4 31 +0 17 3 31 +2 17 0 31 +2 17 9 +5 0
C EN TE R LI 3 31 15 +9
3126+38
57'
PE-NO-077.000
31 27 31 +1 27 6 31 +3 EN T 27 5 +5 C ER 7 EN / E EN TE XIT TE RL W R INE ET /E O L 31 XI F AN 28 T S D +2 W TR 4 ET E C LA AM EN N 0 D 90 TE 41 R LI 4_ N D E B_ O F 10 ST 12 31 R _I EA _M 29 M I 31 +3 09 29 6 0 +6 PR 41 2 4_ O D PR PE B_ O RT 10 PE Y 13 R LIN _I TY E _M LI I N E
501'
PE-NO-076.000
3125+83
275'
3125+26
PE-NO-074.000
3120+25
66'
STATIONING
PE-NO-072.000
R EA PR M 09 O 03 ED PE 14 G RT _D E Y C B_ E N OF LI N 10 ED TE RO E 11 G RL AD _E PR E O INE _M O F O I PE R F O R A WH TY D IT ET LI N AI E L D EE R D R /S R 40 06
164'
HATCH GRAVEL RD 3117+50
3116+84
PE-NO-071.000
3115+20
OWNERSHIP / FOOTAGE
WHITETAIL DEER DR/ SR4006
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
59.0
59.5
PE-NO-071.000 PE-NO-076.000
090414_DB_1013_I_MI
090414_DB_1013_I_MI
PE-NO-074.000
090414_DB_008_PEM
PE-NO-073.000 ATWS-0476
ATWS-0473 ATWS-0471
3130+00
3135+00
MATCHLINE STA. 3141+60
MATCHLINE STA. 3115+20
ATWS-0469 3125+00
ATWS-0475
3120+00
3140+00
ATWS-0474
3115+00
ATWS-0472
ATWS-0470
090414_DB_1013_I_MI
ATWS-0468
3145+00
090414_DB_007_PEM
STREAM 090314_DB_1011_E_MI
090414_DB_007_PEM
PE-NO-077.000
PE-NO-072.000 090414_DB_1012_I_MI PE-NO-075.000
PE-NO-078.000
LAND USE
AG
UF
AG
RD
UF
AG
UF
AG
UF
RE
RD
UF
AG
UF
MATERIAL & COATING 53'
40'
64'
80'
763'
70'
125'
40'
49'
40'
788'
528'
1
2
1
4
1
4
1
2
1
2
1
3
SOILS
BkB
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
1F
10
21
1I
15
5 9
39
2
13
26
23
5
14
17
28
9
18
38
10
BkA
BkB
39
BkC 2
13
26
30
5
14
18
35
9
21
36
10
39
BtB
UhD
1I
18
34
1F
10
21
30
5
21
36
1I
15
18
35
9
32
39
5
21
36
10
33
9
BkD 39
1F
10
21
23
1I
15
23
17
28
5
17
28
18
38
9
18
38
BkC
BkB
BkC
BkD
39
CLASS II 0.6
0.5
0.6
BkF
CLASS III
0.5
0.6
0.5
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 3141+60
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3115+20
WATERBAR SPACING
NATURAL GROUND
500'
400'
SOILS
700'
600'
500'
3116+00
3117+00
LAND USE
3118+00
3119+00
3120+00
3121+00
3122+00
MATERIAL
3123+00
3124+00
3125+00
3126+00
3127+00
3128+00
REFERENCE DRAWINGS
3129+00
3130+00
3131+00
3132+00
3133+00
REVISIONS
3134+00
3135+00
APPROVALS
TAG
QUANTITY
DESCRIPTION
DATE
DRAWN
CK
APPR
DRAWN BY
1
1582'
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
DWG. NO.
TITLE
NO.
REVISIONS
3136+00
DATE
SCALE PLAN:
B
PRELIMINARY ISSUE
12/17/2014
QPS
QPS
QPS
CHECKED BY
DATE
528'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
C
FERC DRAFT FILING
4/13/2015
QPS
QPS
QPS
HMM
9/23/2015
4
150'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
D
FERC FINAL FILING
9/23/2015
HMM
HMM
HMM
ENG. APPROVAL
DATE
CLIENT APPROVAL
P.M. APPROVAL
DATE
DATE
TYPICAL CONSTRUCTION ROW DETAILS
3140+00
3141+00
400'
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3115+20 TO STA. 3141+60
SCALE PROFILE V: 1" = 100'
120'
000-03-08-001 --- 002
3139+00
PREPARED FOR SCALE PROFILE H: 1" = 100'
2
RESIDENTIAL SITE SPECIFIC
3138+00
1" = 100'
3
000-03-02-047
3137+00
SCALE
DRAWING NO.
REVISION
1 = 100'
000-03-01-119
D
569'
3168+00
732'
PE-NO-082.000
3161+26
665'
PE-NO-081.000
3155+57
PE-NO-080.000
3148+25
PE-NO-078.000
3141+60
OWNERSHIP / FOOTAGE
674'
M.P.
LI N E 31 61 +2
6
PR O PE R TY
LI N E PR O PE R TY 7 31 55 +5
31 48 +2
5
PR O PE R TY
LI N E
STATIONING
M.P.
NORTHAMPTON COUNTY, PENNSYLVANIA
59.5
60.0
PE-NO-079.000
PE-NO-076.000
3140+0 0
3165+00
3160+00
3155+00
3150+00
3145+00
MATCHLINE STA. 3168+00
MATCHLINE STA. 3141+60
ATWS-0476
00
+ 3170
PE-NO-080.000 PE-NO-081.000 PA-NHD-089 PE-NO-082.000
PA-NHD-089
PE-NO-078.000
LAND USE
UF
AG
MATERIAL & COATING 2640' 3
SOILS
BkF
BkD
BkF
BkD
BkC
BkD
BkF
ENVIRONMENTAL SITE SPECIFIC E&S CLASS LOCATION DESIGN FACTOR MAOP
CLASS III 0.5 1480 PSIG 800'
800'
T
700'
700' NATURAL GROUND
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 3168+00
SLOPE (%)
TRENCH PLUG SPACING
MATCHLINE STA 3141+60
WATERBAR SPACING
400'
300'
SOILS
600'
500'
400'
3142+00
3143+00
LAND USE
3144+00
3145+00
3146+00
3147+00
3148+00
MATERIAL TAG
QUANTITY
DESCRIPTION
3
2640'
PIPE, 36.000" OD X .634 WT, API 5L, X-70, DSAW, FBE COATED
3149+00
3150+00
3151+00
3152+00
3153+00
3154+00
REFERENCE DRAWINGS DWG. NO.
000-03-02-048 000-03-08-001 --- 002
TITLE
RESIDENTIAL SITE SPECIFIC TYPICAL CONSTRUCTION ROW DETAILS
3155+00
3156+00
3157+00
3158+00
3159+00
REVISIONS
3160+00
3161+00
DATE
DRAWN
CK
APPR
A
ISSUED FOR DRAFT RESOURCE REPORT 1
11/4/2014
QPS
QPS
QPS
HMM
9/23/2015
REVISIONS
3163+00
APPROVALS DRAWN BY
NO.
3162+00
DATE
SCALE PLAN:
3164+00
3165+00
3166+00
3167+00
300'
PREPARED FOR
PENNEAST PIPELINE PROJECT
PREPARED BY
PENNEAST MAINLINE PROPOSED 36" PIPELINE NORTHAMPTON COUNTY, PENNSYLVANIA STA. 3141+60 TO STA. 3168+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'
000-03-01-120
D
