kingston township oh s...09/23/2015 09/23/2015 kingston pennsylvania kss(mm) rjp(mm) luzerne county,...
TRANSCRIPT
O
H
O
H
O
H
O
H
O
H
9
0
+
0
0
8
5
+
0
0
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
PE-LU-021.000
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
40'
25'
25'
25'
50'
40'
25'
25'
10'
39'
104'
23'
83'
25'
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PE-LU-023.000
PE-LU-017.000
PE-LU-016.000
PE-LU-019.000 ℄ M
A
N
O
R
D
R
⅊
⅊
⅊
⅊ ⅊ ⅊
⅊
⅊
⅊
⅊
PE-LU-020.000
060' 60'
GRAPHIC SCALE
30'
KINGSTON TOWNSHIP
LUZERNE
1"=60'
000-03-02-001A.DWG
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-001A
01 01
ACAD
H
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
OH
OH
OH
OH
OH
165+00
160+00
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PE-LU-030.000
PE
-LU
-030.000-H
WY
50'
40'
80'
50'
10'
25'
25'
40'
50'
40'
50'
40'
40'
20'
PROPOSED 36" PENNEAST PIPELINE
20'
25'
25'
5'
10'
EXISTING
STRUCTURE
PE-LU-033.000
PE-LU-032.000 PE-LU-035.000
PE-LU-036.000
PE-LU-034.000
44'
79'
27'
57'
EXISTING
STRUCTURE
EXISTING PIPELINE
PE-LU-037.000
℄ C
AR
VE
RT
ON
R
D
℄ B
EV
ER
LY
D
R
⅊
℄
U
N
K
N
O
W
N
R
D
⅊
⅊⅊
⅊
⅊
⅊
⅊ ⅊
⅊⅊
⅊⅊⅊
060' 60'
GRAPHIC SCALE
30'
LUZERNE
1"=60'
000-03-02-003A.DWG
09/23/2015
09/23/2015
KINGSTON
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-003A
01 01
ACAD
G
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
175+00
170+00
55'
25'
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
PE-LU-037.000
PE-LU-040.000
PE-LU-039.000
PE-LU-041.000
PE-LU-042.000
PE-LU-034.000
PE-LU-043.000
5'
25'
25'
40'
50'
10'
10'
25'
25'
40'
℄ LA
KE
VIE
W D
R
℄
L
A
K
E
V
I
E
W
D
R
⅊
⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊ ⅊
060' 60'
GRAPHIC SCALE
30'
KINGSTON TOWNSHIP
LUZERNE
1"=60'
000-03-02-005.DWG
09/23/2015
09/23/2015
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-005
01 01
ACAD
G
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
O
H
O
H
O
H
O
H
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
X
290+00285+00
50'
40'
25'
25'
25'
19'
134'
10'
90'
15'
91'
25'
40'
10'
25'
50'
40'
25'
10'
50'
50'
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
25'
EXISTING
STRUCTURE
EXISTING
STRUCTURE
8'
EXISTING
STRUCTURE
45'
10'
PE-LU-062.000PE-LU-061.000
PE-LU-061.000
PE-LU-060.000
PE-LU-059.000
PE-LU-063.000
PE-LU-064.000
PE-LU-064.000
16'
25'
EXISTING
STRUCTURE
38'
144'
EXISTING
OVERHEAD LINES
EXISTING
OVERHEAD LINE
41'
147'
℄ S
H
O
E
M
A
K
E
R
A
V
E
⅊
⅊
⅊
⅊
⅊
⅊ ⅊
⅊
⅊
⅊ ⅊
⅊
℄ UN
NA
ME
D R
OA
D
⅊
⅊
060' 60'
GRAPHIC SCALE
30'
WEST WYOMING BORO
LUZERNE
1"=60'
000-03-02-007.DWG
09/23/2015
09/23/2015
PENNSYLVANIA
KSS
RJP
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-007
01 01
ACAD
G
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
X
X
X
X
X
X
X
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
3
4
0
+
0
0
3
3
5
+
0
0
5
0
'
4
0
'
2
5
'
2
5
'
1
0
'
2
5
'
PROPOSED 36" PENNEAST PIPELINE
1
4
0
'
EXISTING
STRUCTURE
GATHERING FENCE
7'
67'
40'
25'
25'
10'
50'
PE-LU-081.000
PE-LU-082.000
PE-LU-083.000
P
E
-L
U
-0
8
1
.0
0
0
-H
W
Y
PE-LU-085.000
PE-LU-077.002
PE-LU-079.000
PE-LU-080.000
13'
98'
EXISTING
STRUCTURES
EXISTING
STRUCTURE
109'
50'
10'
50'
40'
25'
25'
10'
10'
50'
EXISTING
OVERHEAD LINE
AR-005
EXISTING
STRUCTURE
EXISTING PIPELINE
5'
7'
165'
℄ U
S
H
W
Y
1
1
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊ ⅊
⅊
⅊
⅊
EXISTING
STRUCTURE
27'
060' 60'
GRAPHIC SCALE
30'
WYOMING BORO
LUZERNE
1"=60'
000-03-02-009A.DWG
09/23/2015
09/23/2015
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-009A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
420+
00
415+
00
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURES
PE-LU-098.000
PE-LU-094.000
PE-LU-099.000
PE-LU-099.001
PE-LU-095.000
PE-LU-108.000
EXISTING
STRUCTURE
25'
40'
50'
25'
25'
10'
36'
87'
EXISTING
STRUCTURE
50'
10'
25'
5'
25'
40'
EXISTING
PIPELINE
50'
PE-LU-108.000
℄ LO
W
E
R
W
E
S
T
E
X
℄ L
O
W
E
R
W
E
S
T
E
X
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
℄ L
A
K
E
W
O
O
D
G
A
R
D
E
N
S
(N
M
A
IN
S
T
)
℄ L
A
K
E
W
O
O
D
G
A
R
D
E
N
S
(N
M
A
IN
S
T
)
⅊
⅊
⅊
⅊
⅊
⅊
060' 60'
GRAPHIC SCALE
30'
JENKINS TOWNSHIP
LUZERNE
1"=60'
000-03-02-010.DWG
JENKINS
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-010
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
OH
X
X
X
X
X
425+
00
420+
00
EXISTING
STRUCTURES
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING PIPELINE
PE-LU-108.000
PE-LU-109.000
1
0
'
2
5
'
5
'
2
5
'
4
0
'
E
X
IS
T
IN
G
P
IP
E
L
IN
E
5
0
'
PE-LU-110.000
PE-LU-111.000
PE-LU-112.000
PE-LU-099.000
PE-LU-101.000
PE-LU-100.000
PE-LU-097.000
PE-LU-095.000
PE-LU-098.000
PE-LU-095.000
EXISTING
STRUCTURES
EXISTING
STRUCTURE
34'
69'
40'
25'
25'
10'
PE-LU-104.000
EXISTING
STRUCTURES
PE-LU-113.000
PE-LU-106.000
PE-LU-106.000-HWY
PE-LU-102.000
EXISTING
STRUCTURE
PE-LU-103.000
J
E
N
K
I
N
S
T
O
W
N
S
H
I
P
P
L
A
I
N
S
T
O
W
N
S
H
I
P
℄ SUSQUEHANNOCK DR
⅊
⅊
⅊
⅊⅊
⅊
⅊⅊
⅊
⅊⅊
⅊⅊⅊
⅊⅊⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊ ⅊⅊
℄ LAKEWOOD GARDENS (N MAIN ST)
⅊ ⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
060' 60'
GRAPHIC SCALE
30'
JENKINS & PLAINS TOWNSHIPS
LUZERNE
1"=60'
000-03-02-011.DWG
SEE TITLE
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-011
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
X
X
X
X
X
X
X
X
X
X
X
X
430+00
4
2
5
+
0
0
EXISTING
STRUCTURE
EXISTING
PIPELINE
EXISTING
PIPELINES
PE-LU-113.000
PE-LU-106.000
PE-LU-106.000-HWY
PE-LU-114.000
PE-LU-105.000
PE-LU-098.001
PE-LU-A151.000
PE-LU-107.000
PE-LU-116.000
PE-LU-115.000
3'
48'
14'
84'
60'
44'
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
42'
77'
50'
40'
25'
25'
40'
31'
EXISTING
STRUCTURE
EXISTING
PIPELINE
PE-LU-102.000
25'
25'
AR-009
AR-008
E
X
IS
T
IN
G
S
T
R
U
C
T
U
R
E
PE-LU-103.000
EXISTING
STRUCTURE
J
E
N
K
I
N
S
T
O
W
N
S
H
I
P
P
L
A
I
N
S
T
O
W
N
S
H
I
P
⅊
⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
℄ LA
K
E
W
O
O
D
G
A
R
D
E
N
S
(N
M
A
IN
S
T
)
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
EXISTING
STRUCTURE
EXISTING
STRUCTURE
⅊
⅊
⅊
⅊
⅊
060' 60'
GRAPHIC SCALE
30'
PLAINS TOWNSHIP
LUZERNE
1"=60'
000-03-02-012A.DWG
09/23/2015
09/23/2015
PLAINS
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-012A
01 01
ACAD
G
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
440+00
4
3
5
+
0
0
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
PIPELINE
PE-LU-119.000
PE-LU-120.000
PE-LU-121.000
PE-LU-122.000
PE-LU-123.000
PE-LU-124.000
PE-LU-125.000
PE-LU-126.000
PE-LU-127.000
PE-LU-128.000
PE-LU-121.001
5'
40'
50'
10'
40'
50'
10'
25'
25'
40'
50'
145'
AR-009A
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
48'
158'
39'
163'
⅊
⅊
⅊⅊
⅊
⅊
⅊⅊
⅊⅊⅊
⅊⅊
⅊
⅊
℄ E S
A
Y
L
O
R
A
V
E
⅊
⅊
⅊
⅊ ⅊
⅊
PLAINS TOWNSHIP
LUZERNE
1"=60'
000-03-02-013A.DWG
09/23/2015
09/23/2015
PLAINS
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-013A
01 01
ACAD
H
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
060' 60'
GRAPHIC SCALE
30'
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
X
X
X
X
X
X
X
X
X
X
450+00
445+00
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PE-LU-137.000
PE-LU-144.000
PE-LU-141.000 PE-LU-142.000 PE-LU-143.000
PE-LU-A171.000
PE-LU-A172.000
PE-LU-A173.000 PE-LU-A174.000
PE-LU-A175.000
PE
-LU
-A
177.000
PE
-LU
-144.000
PE-LU-138.000
PE-LU-144.000
EXISTING
STRUCTURE
50'
40' 25'
25'
40'
25'
15'
10'
40'
25'
10'
25'
25'
40'
18'
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
3'
62'
⅊
⅊⅊⅊ ⅊⅊⅊⅊⅊ ⅊⅊
⅊
⅊
⅊
⅊ ⅊ ⅊ ⅊
⅊
⅊ ⅊ ⅊ ⅊℄ A
R-011
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
060' 60'
GRAPHIC SCALE
30'
PLAINS TOWNSHIP
LUZERNE
1"=60'
000-03-02-014A.DWG
PLAINS
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-014A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
X
X
X
X
X
X
X
X
XX
465+00
4
6
0
+
0
0
4
5
5
+
0
0
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
PE-LU-A178.000
PE-LU-A177.000
PE-LU-A178.000 PE-LU-A179.000
PE-LU-A809.000
PE-LU-A806.000 PE-LU-A808.000 PE-LU-A807.000 PE-LU-A805.000
PE-LU-A810.000
PE-LU-144.000
PE-LU-162.000
PE
-LU
-144.000
10'
40'
10'
25'
25'
40'
78'
40'
11'
10'
40'
25'
25'
AR-011
21'
98'
⅊ ⅊
⅊
⅊
⅊ ⅊ ⅊
⅊
⅊
⅊ ⅊ ⅊ ⅊ ⅊ ⅊
⅊
⅊
⅊
⅊
⅊
060' 60'
GRAPHIC SCALE
30'
PLAINS TOWNSHIP
LUZERNE
1"=60'
000-03-02-015.DWG
PLAINS
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-015
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
O
H
OH
OH
OH
470+00465+00
EXISTING
STRUCTURE
EXISTING PIPELINE
PE-LU-A810.000
PE
-LU
-144.000
78'
40'
11'
25'
25'
PE-LU-A838.000
PE-LU-159.000
PE-LU-162.003
PE-LU-162.000
PE-LU-A810.000
115'
10'
25'
25'
40'
25'
50'
EXISTING
OVERHEAD LINE
AR-0013
18'
⅊
⅊ ⅊
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊
⅊
℄ E
S
A
Y
L
O
R
A
V
E
⅊
⅊
PE-LU-159.000
PROPOSED 36" PENNEAST PIPELINE
060' 60'
GRAPHIC SCALE
30'
PLAINS TOWNSHIP
LUZERNE
1"=60'
000-03-02-015A.DWG
PLAINS
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-015A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
O
OH
OH
OH
OH
OH
OH
OH
OH
O
X
500+00495+00
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PE-LU-163.000
50'
10'
25'
25'
50'
40'
50'
50'
40'
10'
AR-015
EXISTING
OVERHEAD LINE
AR-016
16'
45'
43'
68'
℄ UNKNOWN ROAD
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
060' 60'
GRAPHIC SCALE
30'
PLAINS TOWNSHIP
LUZERNE
1"=60'
000-03-02-016B.DWG
PLAINS
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-016B
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
X
X
X
X
X
X
X
690+00
685+
00
30'
25'
40'
25'
25'
20'
5'
10'
40'
5'
25' 10'
20'
50'
10'
25'
PE-LU-199.000
PE-LU-197.001
PE-LU-200.000
PE-LU-201.000
PE-LU-202.000
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
AR-028
40'
50'
24'
20'
25'
25'
40'
118'
℄ P
IT
TS
TO
N B
L
⅊
⅊⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊⅊⅊
127'
15'
060' 60'
GRAPHIC SCALE
30'
BEAR CREEK TOWNSHIP
LUZERNE
1"=60'
000-03-02-020A.DWG
09/23/2015
09/23/2015
PENNSYLVANIA
KSS(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-020A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
KSS(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
O
H
O
H
X
X
X
X
X
940+00
935+00
EXISTING
STRUCTURES
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
10'
25'
25'
50'
5'
10'
25'
25'
40'
50'
40'
PE-LU-208.000
PE-LU-211.000
PE-LU-208.000
PE-LU-212.000
PE-LU-208.000
PE-LU-210.000
PE-LU-209.000
PE-LU-208.000
PE-LU-208.000
EXISTING
STRUCTURE
⅊
⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
UNKNOWN ROAD
UN
KNO
WN
RO
AD
⅊
⅊
⅊
⅊
EX
IST
ING
PIP
ELIN
E
℄ M
E
A
D
O
W
R
U
N
R
D
⅊
50'
121'
EXISTING
STRUCTURE
H 09/16/2016 KSS(MM) ISSUED FOR FERC
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
060' 60'
GRAPHIC SCALE
30'
BEAR CREEK TOWNSHIP
LUZERNE
1"=60'
000-03-02-021.DWG
09/16/2016
09/16/2016
PENNSYLVANIA
SKC(MM)
RJP(MM)
LUZERNE COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-021
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
O
H
1
3
8
5
+
0
0
1380+00
EXISTING
STRUCTURES
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
40'
25'
25'
10'
25'
40'
25'
25'
10'
68'
33'
68'
33'
PE-CA-007.000
PE-CA-008.000
PE-CA-009.000
PE-CA-010.000
PE-CA-005.000
UNKNOWN
ROAD
E
X
IS
T
IN
G
P
IP
E
L
IN
E
⅊
⅊ ⅊
⅊
⅊
⅊
⅊
⅊
E
X
IS
T
IN
G
P
IP
E
L
IN
E
E
X
IS
T
IN
G
P
IP
E
L
IN
E
060' 60'
GRAPHIC SCALE
30'
KIDDER TOWNSHIP
CARBON
1"=60'
000-03-02-023.DWG
09/16/2016
09/16/2016
KIDDER
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-023
01 01
ACAD
H
PLO
TD
AT
EF
ILE
PA
TH
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H 09/16/2016 KSS(MM) ISSUED FOR FERC
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
O
H
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
X
X
X
X
X
XX
XX
X
X
X
1680+00
1675+00
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
40'
25'
25'
10'
64'
24'
25'
25' 10'
40'
PE-CA-017.000
PE-CA-020.000
PE-CA-021.000
PE-CA-019.000
PE-CA-022.000
PE-CA-029.000
PE-CA-030.000
PE-CA-028.000
PE-CA-028.000
PE-CA-027.000
PE-CA-025.000
PE-CA-026.000
PE-CA-024.000
PE-CA-023.000
EXISTING
OVERHEAD LINE
EXISTING
OVERHEAD LINE
EXISTING
OVERHEAD LINE
EXISTING PIPELINE
PE-CA-019.000
PE-CA-019.000
⅊ ⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊
⅊
⅊
℄ OL
D
S
T
A
G
E
R
D
⅊
⅊
⅊
060' 60'
GRAPHIC SCALE
30'
KIDDER TOWNSHIP
CARBON
1"=60'
000-03-02-024.DWG
09/16/2016
09/16/2016
KIDDER
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-024
01 01
ACAD
H
PLO
TD
AT
EF
ILE
PA
TH
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H 09/16/2016 KSS(MM) ISSUED FOR FERC
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
O
H
O
H
OH
O
H
O
H
O
H
O
H
O
H
O
H
OH
O
H
O
H
1690+00
1685+00
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
40'
25'
25'
25'
10'
PE-CA-028.000
PE-CA-028.000
PE-CA-033.000
PE-CA-032.000
PE-CA-034.000
PE-CA-035.000
PE-CA-036.000
PE-CA-031.000
PE-CA-030.000
PE-CA-027.000
43'
78'
℄ OL
D
S
T
A
G
E
R
D
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
℄
U
N
K
N
O
W
N
R
D
1'
EXISTING
OVERHEAD LINE
060' 60'
GRAPHIC SCALE
30'
KIDDER TOWNSHIP
CARBON
1"=60'
000-03-02-025.DWG
9/16/2016
9/16/2016
KIDDER
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-025
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H 09/16/2016 KSS(MM)
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
O
H
1840+00
1840+00
55'
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
20'
40'40'
10'
50'
25'
10'
10'
25'
25'5'
50'
PE-CA-046.000
PE-CA-079.000
PE-CA-078.000
PE-CA-065.000-MR
PE-CA-069.000
PE-CA-066.000
PE-CA-065.000
PE-CA-064.000
PE-CA-070.000
PE-CA-071.000 PE-CA-072.000 PE-CA-073.000
PE-CA-069
EXISTING PIPELINE
℄ S SYCAMORE DR
⅊
⅊
⅊
⅊
⅊⅊ ⅊
⅊
⅊
⅊
⅊
⅊⅊
⅊ ⅊ ⅊
⅊
⅊
⅊ ⅊
⅊
⅊
⅊
⅊⅊⅊⅊
⅊
⅊
⅊ ⅊
⅊
⅊
PE-CA-073.000
21'
060' 60'
GRAPHIC SCALE
30'
PENN FOREST TOWNSHIP
CARBON
1"=60'
000-03-02-026A.DWG
9/23/2015
9/23/2015
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-026A
01 01
ACAD
H
PLO
TD
AT
EF
ILE
PA
TH
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H 09/16/2016 KSS(MM)
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
OH
OH
OH
X
X
XX
X
X
1855+001850+00
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
40'
25'
25'
10'
PE-CA-089.000
PE
-C
A-0
88
.0
00
PE
-C
A-0
89.00
0-M
R
PE-CA-093.000
PE-CA-091.000
PE-CA-095.000
PE-CA-097.000
PE-CA-098.000
PE-CA-094.000
PE-CA-096.000
PE-CA-099.000
PE-CA-100.000
PE-CA-102.000
PE-CA-092.000 PE-CA-101.000
PE
-C
A-103
.000
PE-CA-099.000
PE-CA-090.000
10'
EXISTING
OVERHEAD LINE
40'
℄ R
ED
WO
OD
D
R.
⅊ ⅊ ⅊
⅊
⅊
⅊
⅊⅊ ⅊
⅊
⅊⅊ ⅊
⅊ ⅊
⅊ ⅊ ⅊
⅊ ⅊ ⅊ ⅊ ⅊ ⅊ ⅊
⅊
47'
110'
060' 60'
GRAPHIC SCALE
30'
PENN FOREST TOWNSHIP
CARBON
1"=60'
000-03-02-027.DWG
09/16/2016
09/16/2016
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-027
01 01
ACAD
H
PLO
TD
AT
EF
ILE
PA
TH
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H 09/16/2016 KSS(MM)
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
1
8
6
5
+
0
0
1860+00
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
40'
25'
10'
40'
46'
81'
25'
25'
25'
25'
10'
25'
5'
PE-CA-103.000 PE-CA-104.000 PE-CA-106.000 PE-CA-109.000 PE-CA-110.000 PE-CA-111.000
PE-CA-057.000PE-CA-108.000PE-CA-107.000PE-CA-105.000PE-CA-102.000PE-CA-102.000
⅊ ⅊
⅊
⅊ ⅊
⅊
⅊⅊
⅊
⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊ ⅊⅊
060' 60'
GRAPHIC SCALE
30'
PENN FOREST TOWNSHIP
CARBON
1"=60'
000-03-02-028.DWG
9/16/2016
9/16/2016
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-028
01 01
ACAD
H
PLO
TD
AT
EF
ILE
PA
TH
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H 09/16/2016 KSS(MM)
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
ACS (MM)
2265+
00
2260+00
2
2
5
5
+
0
0
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
25'
40'
25'
25'
50'
111'
7'
50'
25'
50'
10'
25'
40'
25'
40'
℄ ST
A
T
I
O
N
S
T
/
T
4
3
7
B
⅊
⅊⅊⅊⅊
⅊⅊
⅊
⅊
⅊
⅊
PE-CA-142.000PE-CA-140.000
PE-CA-140.000
PE-CA-140.000
PE-CA-145.000
PE-CA-145.000
25'
10'
45'
50'
PE-CA-146.000
060' 60'
GRAPHIC SCALE
30'
TOWAMENSING TOWNSHIP
CARBON
1"=60'
000-03-02-030.DWG
PENNSYLVANIA
AK(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-030
01 01
ACAD
H
PLO
TD
AT
EF
ILE
PA
TH
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
FERC
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
2385+00
2380+00
2
3
7
5
+
0
0
℄
S
P
R
U
C
E
H
O
L
L
O
W
R
D
1
2
1
'
1
2
4
'
40'
25'
25'
10'
50'
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
℄ A
R
-0
4
6
4
0
'
50'
40'
20'
25'
5'
10'
25'
EXISTING
STRUCTURE
P
E
-
C
A
-
1
6
0
.
0
0
6
-
H
W
Y
PE-CA-160.006
PE-CA-160.007
PE-CA-166.000
PE-CA-166.000
PE-CA-A193.000
EXISTING OVERHEAD LINES
⅊
6
'
9
'
060' 60'
GRAPHIC SCALE
30'
TOWAMENSING TOWNSHIP
CARBON
1"=60'
000-03-02-032.DWG
PENNSYLVANIA
AK(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-032
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
FERC
OH
OH
O
H
O
H
O
H
OH
OH
O
H
2410+002405+00
50'
40'
50'
10'
5'
20'
50'
20'
135'
10'
50'
40'
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
⅊⅊
⅊
⅊
⅊
⅊
⅊℄
BE
ER
S LN
⅊
25'
25'
EXISTING
STRUCTURE
⅊
⅊
PE-CA-172.000
PE-CA-174.000
PE-CA-176.000
PE-CA-177.000
℄
U
N
N
A
M
E
D
R
O
A
D
PE-CA-173.000
PE-CA-173.000
EXISTING OVERHEAD LINE
060' 60'
GRAPHIC SCALE
30'
TOWAMENSING TOWNSHIP
CARBON
1"=60'
000-03-02-033.DWG
PENNSYLVANIA
AK(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-033
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
FERC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
2420+
00
2415+
00
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
⅊
⅊
⅊
⅊
⅊
PE-CA-177.000
PE-CA-176.000
PE-CA-178.000
40'
10'
25'
40'
25'
10'
25'
25'
PE-CA-179.000
49'
114'
060' 60'
GRAPHIC SCALE
30'
TOWAMENSING TOWNSHIP
CARBON
1"=60'
000-03-02-034.DWG
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-034
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
KSS(MM) FERC
X
X
X
X
X
X
X
X
X
2
4
6
5
+
0
0
2460+00
EXISTING
STRUCTURE
25'
40'
25'
25'
10'
℄ A
R
-
0
4
7
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
⅊
⅊
PE-CA-182.000
⅊
PE-CA-183.000
PE-CA-184.000
EXISTING
OVERHEAD LINE
254'
EXISTING
STRUCTURE
25'
060' 60'
GRAPHIC SCALE
30'
TOWAMENSING TOWNSHIP
CARBON
1"=60'
000-03-02-035.DWG
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-035
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
KSS(MM) FERC
2
4
7
5
+
0
0
2470+00
PE-CA-185.000
PE-CA-183.000
⅊
⅊
⅊
EXISTING
STRUCTURES
25'
40'
25'
10'
40'
25'
10'
PROPOSED 36" PENNEAST PIPELINE
45'
120'
060' 60'
GRAPHIC SCALE
30'
TOWAMENSING TOWNSHIP
CARBON
1"=60'
000-03-02-035A.DWG
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-035A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
KSS(MM) FERC
O
H
O
H
O
H
O
H
O
H
OH
OH
OH
OH
O
H
O
H
O
H
OH
OH
OH
OH
OH
O
H
O
H
O
H
OH
OH
X
X
X
2
6
2
5
+
0
0
2620+00
50'
25'
10'
℄ BLUE MOUNTAIN DR
35'
PROPOSED 36" PENNEAST PIPELINE
35'
150'
EXISTING
STRUCTURES
EXISTING
STRUCTURE
⅊
⅊
⅊⅊
25'
40'
10'
10'
PE-CA-187.015
PE-CA-187.015
PE-CA-187.015-MR
EXISTING OVERHEAD LINES
EXISTING
OVERHEAD LINE
20'
060' 60'
GRAPHIC SCALE
30'
LOWER TOWAMENSING TOWNSHIP
CARBON
1"=60'
000-03-02-037.DWG
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-037
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
SEE TITLE
KSS(MM) FERC
O
H
O
H
O
H
O
H
O
H
O
H
OH
O
H
OH
O
H
O
H
O
H
O
H
OH OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
2
6
3
5
+
0
0
2630+
00
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
⅊
⅊
10'
40'
25'
40'
25'
10'
25'
PE-CA-187.015
PE-CA-187.016
PE-CA-187.016
PE-CA-187.017
EXISTING
OVERHEAD LINE
EXISTING
OVERHEAD LINE
2'
47'
EXISTING
OVERHEAD LINE
060' 60'
GRAPHIC SCALE
30'
LOWER TOWAMENSING TOWNSHIP
1"=60'
000-03-02-038A.DWG
PENNSYLVANIA
KSS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-038A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
SEE TITLE
CARBON
FERC
OH
OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
X
2665+
00
2660+0029'
4'
25'
25'
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
OVERHEAD LINE
PE-CA-187.016
7'
52'
5'
10'
50'
10'
20'
10'
EXISTING
STRUCTURE
060' 60'
GRAPHIC SCALE
30'
LOWER TOWAMENSING TOWNSHIP
1"=60'
000-03-02-039.DWG
PENNSYLVANIA
ACS(MM)
RJP(MM)
CARBON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-039
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM)
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
SEE TITLE
CARBON
O
H
O
H
O
H
O
H
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
2
8
8
5
+
0
0
2880+002875+00
EXISTING
STRUCTURE
25'
25'
25' 25'
114'
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
10'
40'
40'
⅊PE-NO-001.011
EXISTING OVERHEAD LINE
43'
060' 60'
GRAPHIC SCALE
30'
MOORE TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-040.DWG
MOORE
PENNSYLVANIA
SKC(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-040
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
SKC(MM) FERC
O
H
O
H
O
H
O
H
OH
OH
O
H
O
H
O
H
X
X
X
X
X
X
X
X
X
X
X
X
X
2895+00
2890+00
EXISTING
STRUCTURE
EXISTING
STRUCTURE
24'
59'
25'
65'
℄ S
TA
TE
R
OU
TE
4014
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
℄ A
PP
LE
BU
TT
ER
R
D
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊⅊
⅊
⅊ ⅊
⅊
⅊
⅊
⅊
⅊
PE-NO-001.014
PE-NO-001.011
PE-NO-001.013
PE
-N
O
-001.014-H
W
Y
⅊⅊
PE-NO-001.015
PE-NO-001.017
PE-NO-001.016
PE
-N
O-001.016-M
R
PE-NO-001.019
PE-NO-001.018
PE-NO-001.020
PE-NO-001.021
50'
25'
10'
50'
10'
15'
10'
10'
40'
25'
25'
40'
EXISTING OVERHEAD LINE
060' 60'
GRAPHIC SCALE
30'
MOORE TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-041.DWG
MOORE
PENNSYLVANIA
ACS(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-041
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
ACS (MM) FERC
O
H
O
H
O
H
2
9
2
0
+
0
0
2
9
1
5
+
0
0
162'
25'
25'
40'
25'
50'
10'
50'
25'
47'
50'
40'
25'
25'
10'
50'
40'
10'
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
℄ BIEGLEY RD⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
PE-NO-A679.000 PE-NO-001.025
PE-NO-001.024
PE-NO-001.024
PE-NO-A679.000
PE-NO-001.024-MR
PE-NO-A496.000
PE-NO-A496.000
25'
EXISTING
OVERHEAD LINE
060' 60'
GRAPHIC SCALE
30'
MOORE TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-042.DWG
MOORE
PENNSYLVANIA
SKC(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-042
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
SKC(MM) FERC
X
X
X
3
1
4
5
+
0
0
3140+00
40'
25'
25'
10'
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
⅊
⅊
⅊⅊
25'
50'
40'
10'
25'
25'
PE-NO-076.000
⅊
EXISTING
STRUCTURES
PE-NO-078.000
HL-NO-079.000
PE-NO-078.000
℄ UN
K
N
O
W
N
R
D
33'
68'
060' 60'
GRAPHIC SCALE
30'
MOORE TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-048A.DWG
MOORE
PENNSYLVANIA
SKC(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-048A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
SKC(MM) FERC
OH
OH
OH OH
OHOH
OH
OH
OH
OH
OH
OH
OH
OH OH
OH
OHOH OH
OH
OH
OH
OH
OH
OH OH
O
H
O
H
OH
OH
OH
O
H
O
H
O
H
OH
3295+00
3290+00
EXISTING
STRUCTURE
10'
40'
25'
36'
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING PIPELINE
PROPOSED 36" PENNEAST PIPELINE
⅊ ⅊⅊ ⅊
⅊
⅊ ⅊
⅊
⅊ ⅊
⅊ ⅊
⅊ ⅊
⅊
℄ BATH PIKE/STATE ROUTE 248
℄ P
EN
N A
LLE
N R
D
℄ G
U
N
C
LU
B
R
D
EXISTING PIPELINE
PE-NO-100.006
25'
PE-NO-103.000
PE-NO-103.000
PE-NO-103.001
PE-NO-A410.000
PE-NO-102.002
50'
40'
25'
PE-NO-102.003
126'
060' 60'
GRAPHIC SCALE
30'
UPPER NAZARETH TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-052.DWG
PENNSYLVANIA
CAD(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-052
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
CAD(MM) FERC
O
H
O
H
O
H
O
H
O
H
X
3315+003310+00
EXISTING
STRUCTURE
EXISTING
STRUCTURE
50'
40'
25'
25'
50'
R
A
IL
R
O
A
D
25'
40'
25'
25' 10'
40'
20'
5'
50'
40'
40'
10' 10'
R
A
IL
R
O
A
D
R
A
IL
R
O
A
D
EXISTING
STRUCTURES
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
⅊
⅊⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
141'
26'
35'
℄ A
R
-
5
7
PE-NO-102.004
PE-NO-102.005
PE-NO-102.006
PE-NO-104.000
P
E
-
N
O
-
1
0
8
.0
0
0
P
E
-
N
O
-
1
0
8
.0
0
0
⅊
PE-NO-102.006
PE-NO-104.000
PE-NO-109.000
⅊
⅊
EXISTING
OVERHEAD LINES
25'
25'
EXISTING
STRUCTURE
7'
060' 60'
GRAPHIC SCALE
30'
UPPER NAZARETH TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-054.DWG
PENNSYLVANIA
CAD(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-054
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
CAD(MM) FERC
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
X
X
X
X
3
3
7
0
+
0
0
3365+00
3
3
6
0
+
0
0
40'
25'
25'
10'
97'
50'
EXISTING
STRUCTURES
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
20'
℄ G
EO
RG
ET
OW
N R
D
⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
EXISTING
STRUCTURES
PE-NO-114.001
PE-NO-114.000
PE-NO-114.000-MR
PE-NO-A422.000
PE-NO-115.000
PE-NO-A196
PE-NO-114.002
PE-NO-114.001-MR
PE-NO-114.003
PE-NO-A196
PE-NO-114.003
20'
40'
25'
25'
50'
5'
⅊ ⅊
⅊
℄BL
O
S
S
O
M
H
I
L
L
R
D
EXISTING
OVERHEAD LINE
EXISTING
OVERHEAD LINE
5'
40'
25'
50'
16'
060' 60'
GRAPHIC SCALE
30'
UPPER NAZARETH TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-055.DWG
PENNSYLVANIA
CAD(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-055
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
CAD(MM) FERC
3
3
8
0
+
0
0
3375+00
40'
25'
25'
10'
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
⅊
⅊
⅊
⅊
℄ A
R
0
5
9
PE-NO-124.000
PE-NO-122.000, PE-NO-128.000
PE-NO-126.000
PE-NO-129.000
PE-NO-124.000
128'
13'
⅊
PE-NO-127.000
25'
⅊
50'
060' 60'
GRAPHIC SCALE
30'
LOWER NAZARETH TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-056.DWG
PENNSYLVANIA
CAD(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-056
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
CAD(MM) FERC
O
H
O
H
O
H
O
H
O
H
OH
OH
X
X
X
X
X
X
X
X XX X
X
X
X X X X X X
3395+00
3
3
9
0
+
0
0
25'
40'
25'
25'
36'
105'
50'
40'
50'
℄
D
A
N
I
E
L
S
R
D
/
S
T
A
T
E
R
O
U
T
E
9
4
6
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING PIPELINE
⅊
⅊⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊
⅊
⅊⅊
EXISTING
STRUCTURE
25'
25'
25'
PE-NO-129.000
PE-NO-A202.000
PE-NO-132.001
PE-NO-132.000
PE-NO-133.000
PE-NO-131.000
PE-NO-133.000
PE-NO-130.000
PE-NO-129.000
PE-NO-122.000, PE-NO-128.000
℄ DANIELS RD
EXISTING
OVERHEAD LINE
⅊
EXISTING
OVERHEAD LINE
℄
A
R
-
0
6
0
060' 60'
GRAPHIC SCALE
30'
LOWER NAZARETH TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-057.DWG
PENNSYLVANIA
CAD(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-057
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
CAD(MM) FERC
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
3
4
4
0
+
0
0
3435+00
25'
40'
25'
25'
25'
40'
25'
25'
10'
25'
4'
74'
50'
℄
N
A
Z
A
R
E
T
H
B
E
T
H
L
E
H
E
M
P
I
K
E
/
S
T
A
T
E
R
O
U
T
E
1
9
1
61'
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
℄ G
R
A
D
W
O
H
L
S
W
I
T
C
H
R
D
40'
10'
5'
⅊
⅊
⅊
⅊⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
℄
A
R
0
6
2
50'
EXISTING
OVERHEAD LINES
PE-NO-133.000
PE-NO-135.000
PE-NO-137.000
PE-NO-142.000
PE-NO-141.000
PE-NO-145.000
PE-NO-143.000
PE-NO-146.000
PE-NO-144.000
PE-NO-140.000-MR
PE-NO-139.000
PE-NO-138.000
PE-NO-140.000
PE-NO-135.000-MR
PE-NO-136.000
PE-NO-134.000
PE-NO-133.000
EXISTING
OVERHEAD LINES
⅊
⅊
⅊
⅊⅊
⅊⅊
10'
EXISTING
STRUCTURE
060' 60'
GRAPHIC SCALE
30'
UPPER NAZARETH & LOWER NAZARETH TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-058.DWG
PENNSYLVANIA
CAD(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-058
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
SEE TITLE
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 ACS(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
CAD(MM) FERC
OHOHOHOH
OH OH OH OH OH OH OH OHOH
X
3625+003620+00
25'
25'
40'
10'
25'
50'
71'
36'
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING PIPELINE
⅊
⅊
⅊
⅊
⅊⅊
⅊ ⅊ ⅊ ⅊
⅊ ⅊ ⅊ ⅊ ⅊
⅊
PE-NO-179.000
PE-NO-177.000
PE-NO-180.000
PE-NO-181.000PE-NO-183.000
PE-NO-182.000
PE-NO-178.000 PE-NO-178.000
EXISTING
OVERHEAD LINE
25'
EXISTING
STRUCTURE
060' 60'
GRAPHIC SCALE
30'
BETHLEHEM TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-059.DWG
PENNSYLVANIA
ACS(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-059
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 CAD(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
09/16/2016
09/16/2016
ACS (MM) FERC
OHOHOHOHOHOHOHOHOH
XX
X
X X
X
XX
X
X
X
X
X
3635+
00
3630+00
25'
25'
40'
10'
25'
25'
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
℄ A
R-068
25'
25'
40'
25'
EXISTING PIPELINE
⅊
⅊ ⅊
⅊
⅊ ⅊ ⅊
⅊⅊⅊⅊⅊
⅊
PE-NO-184.000
PE-NO-178.000
PE-NO-185.000
PE-NO-186.000
PE-NO-187.000
PE-NO-178.000
⅊
PE-NO-178.000
50'
EXISTING
OVERHEAD LINE
38'
128'
EXISTING
STRUCTURE
38'
060' 60'
GRAPHIC SCALE
30'
BETHLEHEM TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-060.DWG
PENNSYLVANIA
ACS(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-060
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
CAD(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
09/16/2016
09/16/2016
ACS (MM)
O
H
OH
O
H
O
H
O
H
O
H
O
H
O
H
OHOH
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
3640+
00
3635+
00
25'
10'
50'
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
℄ W
IL
L
IA
M
P
E
N
N
H
W
Y
EXISTING
STRUCTURES
EXISTING
STRUCTURES
25'
℄ A
R-068
40'
EXISTING
STRUCTURE
EXISTING PIPELINE
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
EXISTING
PIPELINE
3
0
'
EXISTING
STRUCTURE
EXISTING
STRUCTURE
78'
50'
10'
40'
5'
25'
25'
PE-NO-174.000-HWY
PE-NO-188.000
PE-NO-189.000
PE-NO-192.000
PE-NO-191.000
PE-NO-190.000
⅊ ⅊
⅊
PE-NO-193.000
PE-NO-191.000-HWY
PE-NO-178.000
PROPOSED 36" PENNEAST PIPELINE
EXISTING
OVERHEAD LINE
EXISTING
OVERHEAD LINE
14'
45'
115'
EXISTING
STRUCTURE
EXISTING
STRUCTURE
060' 60'
GRAPHIC SCALE
30'
BETHLEHEM TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-061.DWG
PENNSYLVANIA
ACS(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-061
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
CAD(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
ACS (MM)
3685+00
3
6
8
0
+
0
0
25'
10'
59'
40'
25'
25'
10'
25'
5'
PROPOSED 36" PENNEAST PIPELINE
⅊
⅊
⅊
⅊
⅊
⅊ ⅊
⅊
⅊
⅊
⅊
PE-NO-195.000
163'
32'
PE-NO-196.000
PE-NO-196.000
EXISTING
STRUCTURE
PE-NO-196.000
40'
EXISTING
STRUCTURE
PE-NO-197.000
060' 60'
GRAPHIC SCALE
30'
BETHLEHEM TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-063A.DWG
PENNSYLVANIA
ACS(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-063A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
CAD(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
ACS (MM)
O
H
O
H
O
H
O
H
O
H
O
H
X
3700+003695+00
90'
40'
60'
10'
25'
25'
17'
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING PIPELINE
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊
⅊ ⅊
⅊
⅊
℄ E
A
S
T
O
N
A
V
E
℄ S
O
U
T
H
M
O
N
T
W
A
Y
℄ SO
U
T
H
M
O
N
T
W
A
Y
87'
PE-NO-203.000
PE-NO-196.000
PE-NO-196.000
PE-NO-202.000
℄ A
R
-0
7
0
PE-NO-196.002-HWY
EXISTING
OVERHEAD LINE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PE-NO-198.000
PE-NO-199.000
PE-NO-200.00
PE-NO-201.000
060' 60'
GRAPHIC SCALE
30'
BETHLEHEM TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-064.DWG
09/23/2015
09/23/2015
PENNSYLVANIA
ACS(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-064
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
CAD(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
ACS (MM)
O
H
O
H
O
H
O
H
O
H
3810+00
3805+00
90'
60'
40'
25'
45'
25'
5'
10'
198'
℄ L
O
W
E
R
S
A
U
C
O
N
R
D
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
43'
EXISTING PIPELINE
⅊
⅊
⅊
110'
25'
PE-NO-221.000
PE-NO-224.000
PE-NO-223.000
PE-NO-222.000-HWY
PE-NO-223.000
PE-NO-A643.000
20'
⅊
⅊
EXISTING
OVERHEAD LINE
EXISTING
STRUCTURE℄ AR-073
060' 60'
GRAPHIC SCALE
30'
LOWER SAUCON TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-066A.DWG
09/23/2015
09/23/2015
PENNSYLVANIA
ACS(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-066A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
CAD(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
ACS (MM)
X
X
X
4015+004010+00
64'
50'
25'
25'
25'
10'
50'
25'
40'
℄ C
o
u
n
t
y
L
in
e
R
d
E
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
⅊
⅊
℄ D
U
R
H
AM
T
W
P
PE-NO-266.000
PE-BU-001.000
℄ UN
K
N
O
W
N
R
D
060' 60'
GRAPHIC SCALE
30'
DURHAM TOWNSHIP
BUCKS
1"=60'
000-03-02-070.DWG
09/12/2016
09/12/2016
DURHAM
PENNSYLVANIA
ACS(MM)
RJP(MM)
BUCKS COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-070
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
CAD(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
ACS (MM)
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
4195+004190+00
℄
D
O
G
W
O
O
D
D
R
50'
25'
25'
50'
40'
10'
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
11'
76'
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING PIPELINES
EXISTING
STRUCTURE
⅊
⅊
⅊
⅊
⅊⅊
⅊
PE-HU-A517.000
PE-HU-A026.000
PE-HU-023.004
PE-HU-023.005
PE-HU-A516.000
PE-HU-A515.000
PE-HU-A515.000
PE-HU-A027.000
EXISTING
OVERHEAD LINES
⅊
⅊
EXISTING
STRUCTURES
060' 60'
GRAPHIC SCALE
30'
HOLLAND TOWNSHIP
HUNTERDON
1"=60'
000-03-02-072A.DWG
HOLLAND
NEW JERSEY
ACS(MM)
RJP(MM)
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-072A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
CAD(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
ACS (MM)
O
H
O
H
O
H
O
H
O
H
O
H
OH
O
H
O
H
4
1
3
5
+
0
0
4130+00
50'
50'
40'
25'
25'
10'
50'
℄ C
H
U
R
C
H
R
D
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
PE-HU-013.000
PE-HU-015.000
PE-HU-017.000
PE-HU-012.000-MR
EXISTING
OVERHEAD LINES
EXISTING
OVERHEAD LINE
PE-HU-012.000
PE-HU-016.000
PE-HU-017.000
PE-HU-016.000
40'
118'
⅊
⅊
⅊
⅊
50'
EXISTING
STRUCTURE
50'
50'
40'
25'
25'
10'
50'
℄ C
H
U
R
C
H
R
D
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
PE-HU-013.000
PE-HU-015.000
PE-HU-017.000
PE-HU-012.000-MR
EXISTING
OVERHEAD LINES
EXISTING
OVERHEAD LINE
PE-HU-012.000
PE-HU-016.000
PE-HU-017.000
PE-HU-016.000
40'
118'
⅊
⅊
⅊
⅊
50'
EXISTING
STRUCTURE
060' 60'
GRAPHIC SCALE
30'
HOLLAND TOWNSHIP
HUNTERDON
1"=60'
000-03-02-072.DWG
09/23/2015
09/23/2015
HOLLAND
NEW JERSEY
KSS
RJP
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-072
01 01
ACAD
G
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
CAD(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016
KSS(MM)
4560+004555+00
⅊
⅊
℄
G
A
L
L
M
E
I
E
R
R
O
A
D
⅊
⅊
⅊
⅊
⅊
50'
40' 40'40'
10'
25'
25'
10' 10'
125'
50'
10'
25'
85'
PROPOSED 36" PENNEAST PIPELINE
100'
100'
⅊
PE-HU-088.000
PE-HU-089.000
PE-HU-A107.000
PE-HU-A107.000
EXISTING
STRUCTURES
20'
060' 60'
GRAPHIC SCALE
30'
ALEXANDRIA TOWNSHIP
HUNTERDON
1"=60'
000-03-02-076D.DWG
09/23/2015
09/23/2015
NEW JERSEY
----
CAD
RJP
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-076D
01 01
ACAD
E
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H
09/16/2016
09/16/2016
H 09/16/2016 CAD(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
FERC
4580+00
9
1
'
⅊
EXISTING
STRUCTURE
⅊
⅊
PE-HU-091.000
⅊
PE-HU-A125.000
PE-HU-A126.000
PE-HU-A127.000
40'
25'
50'
10'
20'
5'
10'
25'
25'
20'
10'
46'
1'
EXISTING
STRUCTURE
EXISTING
STRUCTURES
45'
40'
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURES
PE-HU-093.000
060' 60'
GRAPHIC SCALE
30'
ALEXANDRIA TOWNSHIP
HUNTERDON
1"=60'
000-03-02-076E.DWG
09/23/2015
09/23/2015
NEW JERSEY
CAD(MM)
RJP(MM)
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-076E
01 01
ACAD
E
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H
09/16/2016
09/16/2016
H 09/16/2016 CAD(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
FERC
4775+004770+00
40'
45'
22'
102'
124'
44'
⅊
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
℄ S
PR
IN
G H
ILL R
OA
D
EXISTING
STRUCTURE
EXISTING
STRUCTURE
⅊⅊
⅊
EXISTING PIPELINE
(BUCKEY PARTNERS, LP)
MLV-10
PE-HU-113.000
PE-HU-115.000
45'
40'
10'
45'
20'
25'
25'
10'
45'
25'
25'
060' 60'
GRAPHIC SCALE
30'
KINGWOOD TOWNSHIP
HUNTERDON
1"=60'
000-03-02-080A.DWG
09/23/2015
09/23/2015
NEW JERSEY
CAD
RJP
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-080A
01 01
ACAD
E
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H
09/16/2016
09/16/2016
H 09/16/2016 CAD(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
FERC
4800+00
4
7
9
5
+
0
0
25'
40'
76'
25'
10'
25'
50'
40'
75'
25'
40'
25'
25'
36'
25'
50'
30'
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊ ⅊
℄ K
IN
G
W
O
O
D
R
D
/ C
O
R
TE
519
⅊
⅊
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
PE-HU-120.000
PE-HU-123.000
PE-HU-126.000
PE-HU-118.000
PE-HU-A159.000
PE-HU-125.000
80'
17'
060' 60'
GRAPHIC SCALE
30'
KINGWOOD TOWNSHIP
HUNTERDON
1"=60'
000-03-02-081.DWG
09/23/2015
09/23/2015
NEW JERSEY
CAD
RJP
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-081
01 01
ACAD
E
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H
09/16/2016
09/16/2016
H 09/16/2016 CAD(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
FERC
OH
OH
OH
OHOH
OH
OH
OH
OHOH OH OH OH
O
H
5040+005035+00
67'
42'
25'
55'
10'
EXISTING
STRUCTURE
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
PE-HU-161.000
25'
25'
95'
40'
50'
℄
A
R
-
0
9
4
EXISTING
OVERHEAD LINE
EXISTING
OVERHEAD LINES
060' 60'
GRAPHIC SCALE
30'
DELAWARE TOWNSHIP
HUNTERDON
1"=60'
000-03-02-085.DWG
NEW JERSEY
KSS(MM)
RJP(MM)
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-085
01 01
ACAD
E
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H
09/16/2016
09/16/2016
H 09/16/2016 CAD(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
KSS(MM) FERC
5060+005055+00
114'
49'
⅊ ⅊
⅊
⅊
⅊
⅊
40'
10'
25'
25'
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
PE-HU-167.000
PE-HU-165.000
PE-HU-169.000
PE-HU-168.000
060' 60'
GRAPHIC SCALE
30'
DELAWARE TOWNSHIP
HUNTERDON
1"=60'
000-03-02-086.DWG
09/23/2015
09/23/2015
NEW JERSEY
KSS
RJP
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-086
01 01
ACAD
E
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
H
09/16/2016
09/16/2016
H 09/16/2016 CAD(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
KSS(MM) FERC
OH OH OH OH OH OHOH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
X
X
X
X
X
X
5165+00
25'
10'
25'
25'
40'
25'
23'
88'
50'
40'
10'
50'
⅊
⅊
⅊
⅊
⅊
⅊
⅊
25'
⅊
EXISTING
STRUCTURE
EXISTING
STRUCTURES
PROPOSED 36" PENNEAST PIPELINE
50'
25'
40'
10'
25'
50'
⅊
℄ S
AN
DY
R
ID
GE
R
D
PE-HU-190.000
PE-HU-192.000
PE-HU-193.000
PE-HU-195.000
PE-HU-192.000
PE-HU-194.000
EXISTING OVERHEAD LINE
(JERSEY CENTRAL POWER & LIGHT CO)
EXISTING
STRUCTURE
060' 60'
GRAPHIC SCALE
30'
HUNTERDON
1"=60'
000-03-02-089.DWG
NEW JERSEY
ACS(MM)
RJP(MM)
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-089
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
OH
OH
OH
OH
OH
O
H
O
H
O
H
O
H
OH
OH
OH
OH
5250+
00
5
2
4
5
+
0
0
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING OVERHEAD LINE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
℄ L
AM
BE
RT
VIL
LE
HQ
RD
⅊
⅊
⅊10'
25'
25'
40'
50'
40'
50'
25'
10'
⅊
⅊
⅊
⅊
⅊ ⅊
EXISTING
STRUCTURE
PE-HU-207.000
PE-HU-A250.000
PE-HU-A249.000
PE-HU-203.000
PE-HU-A251.000
PE-HU-205.000
PE-HU-202.000
39'
⅊
⅊
EXISTING EASEMENT
39'
74'
4'
060' 60'
GRAPHIC SCALE
30'
HUNTERDON
1"=60'
000-03-02-089C.DWG
09/23/2015
09/23/2015
NEW JERSEY
ACS(MM)
RJP(MM)
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-089C
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHOH
OH
5350+00
5345+00
31'
50'
50'
25'
10'
⅊
⅊
⅊
⅊
⅊
⅊
℄ O
L
D
Y
O
R
K
R
D
/ S
T
A
T
E
R
T
E
1
7
9
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
50'
25'
40'
146'
EXISTING EASEMENT
10'
25'
25'
40'
EXISTING OVERHEAD LINE
50'
25'
25'
PE-HU-222.000
PE-HU-221.000
PE-HU-224.000
PE-HU-222.000
PE-HU-221.000
PE-HU-224.000
P
E
-H
U
-2
2
2
.0
0
0
-H
W
Y
AR-099A
AR-099B
060' 60'
GRAPHIC SCALE
30'
WEST AMWELL TOWNSHIP
HUNTERDON
1"=60'
000-03-02-091.DWG
09/23/2015
09/23/2015
NEW JERSEY
ACS(MM)
RJP(MM)
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-091
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
OH OH OH OH OH OH OH OH OH OH OH OH OH
O
H
O
H
O
H
O
H
O
H
5
4
4
0
+
0
0
5435+00
25'
30'
53'
13'
⅊
⅊
⅊⅊
⅊⅊
⅊
⅊
℄BR
U
N
S
W
I
C
K
A
V
E
⅊
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
⅊
℄ OL
D
5
1
8
W
40'
20'
10'
10'
5'
40'
20'
50'
40'
25'
25'
10'
5' 5'
10'
50'
EXISTING EASEMENT
50'
10'
5'
25'
50'
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊
PE-HU-236.000
PE-HU-236.000
PE-HU-236.000
PE-HU-236.000
PE-HU-237.000
PE-HU-237.000
PE-HU-238.000
PE-HU-239.000
PE-HU-239.000
EXISTING OVERHEAD LINE
EXISTING OVERHEAD LINE
20'
P
E
-
H
U
-
2
3
6
.
0
0
0
-
C
R
060' 60'
GRAPHIC SCALE
30'
WEST AMWELL TOWNSHIP
HUNTERDON
1"=60'
000-03-02-092.DWG
09/23/2015
09/23/2015
NEW JERSEY
ACS(MM)
RJP(MM)
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-092
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
OH OH OH OH OH OH OH OH OH OH OH OH OH
O
H
O
H
O
H
O
H
O
H
5445+00
5
4
4
0
+
0
0
50'
20'
EXISTING
STRUCTURE
⅊
⅊
⅊
⅊
℄ O
LD
518 W
⅊
⅊
PROPOSED 36" PENNEAST PIPELINE
35'
30'
15'
50'
EXISTING OVERHEAD LINE
PE-HU-241.002
PE-HU-241.001
PE-HU-242.000
PE-HU-240.000
PE-HU-238.000
⅊
50'
EXISTING
STRUCTURE
15'
104'
20'
060' 60'
GRAPHIC SCALE
30'
WEST AMWELL TOWNSHIP
HUNTERDON
1"=60'
000-03-02-093.DWG
09/23/2015
09/23/2015
NEW JERSEY
KSS(MM)
RJP(MM)
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-093
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
O
H
O
H
OH
OH
OH
OH
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
5475+005470+00
10'
25'
25'
40'
50'
50'
50'
10'
25'
25'
40'
19'
104'
⅊
⅊
⅊
⅊
⅊⅊
⅊
⅊
℄ H
EW
IT
T R
D
50'
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
25'
PE-HU-244.000
PE-HU-A306.000
PE-HU-A305.000
PE-HU-254.000
PE-HU-244.000
PE-HU-254.000
PE
-H
U-244.000-M
R
060' 60'
GRAPHIC SCALE
30'
WEST AMWELL TOWNSHIP
HUNTERDON
1"=60'
000-03-02-094.DWG
09/23/2015
09/23/2015
NEW JERSEY
KSS(MM)
RJP(MM)
HUNTERDON COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-094
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
OH
OH
OH
OH
OH
OH
OH
OH OH OHOH OH OH
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
5795+00
5790+00
25'
40'
25'
25'
10'
50'
50'
25'
50'
40'
50'
⅊
⅊
⅊
⅊
⅊
⅊
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
25'
25'
10'℄ P
E
N
N
I
N
G
T
O
N
T
I
T
U
S
V
I
L
L
E
R
D
PE-ME-029.000
PE-ME-029.000
PE-ME-032.000
PE-ME-034.001
PE-ME-033.000
PE-ME-034.001
⅊
⅊
⅊
⅊ ⅊
EXISTING
OVERHEAD LINE
EXISTING OVERHEAD LINE
2'
060' 60'
GRAPHIC SCALE
30'
HOWELL TOWNSHIP
MERCER
1"=60'
000-03-02-095.DWG
09/23/2015
09/23/2015
NEW JERSEY
KSS(MM)
RJP(MM)
MERCER COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-095
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
OH OH OH OH OH OH OH OH OH OH OH OH OH
5840+005835+00
EXISTING
STRUCTURE
18'
25'
25'
⅊
⅊
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
43'
PE-ME-035.000
PE-ME-037.000
PE-ME-037.000
PE-ME-037.000
EXISTING
OVERHEAD LINE
PE-ME-037.000
060' 60'
GRAPHIC SCALE
30'
HOPEWELL TOWNSHIP
MERCER
1"=60'
000-03-02-096.DWG
09/23/2015
09/23/2015
NEW JERSEY
MERCER COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-096
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
OH OH OHOH
OH OHOH
OHOH
OHOH
OHOH
O
H
O
H
O
H
O
H
O
H
O
H
5850+005845+00
EXISTING
STRUCTURE
25'
25'
39'
64'
⅊
⅊
PROPOSED 36" PENNEAST PIPELINE
℄ W
A
S
H
I
N
G
T
O
N
C
R
O
S
S
I
N
G
P
E
N
N
I
N
G
T
O
N
R
D
25'
25'
PE-ME-037.000
PE-ME-040.000
PE-ME-037.000
PE-ME-040.000
EXISTING
OVERHEAD LINE
P
E
-
M
E
-
0
3
7
.
0
0
0
-
C
R
060' 60'
GRAPHIC SCALE
30'
HOPEWELL TOWNSHIP
MERCER
1"=60'
000-03-02-097.DWG
09/23/2015
09/23/2015
NEW JERSEY
KSS(MM)
RJP(MM)
MERCER COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-097
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
OH
OH
O
H
O
H
O
H
5915+00
5
9
1
0
+
0
0
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
℄ R
E
E
D
R
D
⅊
⅊
⅊
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURE
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURES
EXISTING
STRUCTURE
EXISTING
STRUCTURE
PE-ME-052.000
PE-ME-056.000
PE-ME-055.000
PE-ME-053.000
PE-ME-057.000
PE-ME-060.000
PE-ME-059.000
⅊
45'
30'
50'
10'
25'
25'
14'
58'
10'
74'
9'
65'
17'
⅊
P
E
-M
E
-0
5
3
.0
0
0
-M
R
060' 60'
GRAPHIC SCALE
30'
HOPEWELL TOWNSHIP
MERCER
1"=60'
000-03-02-098.DWG
09/23/2015
09/23/2015
NEW JERSEY
KSS(MM)
RJP(MM)
MERCER COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-098
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
O
H
O
H
O
H
O
H
5975+00
EXISTING PIPELINES
EXISTING EASEMENT
50'
10'
50'
50'
50'
40'
10'
25'
25'
PE-ME-A145.000EXISTING
STRUCTURE
PE-ME-073.000
PE-ME-A150.000
29'
139'
PE-ME-A150.000
⅊
⅊
⅊
⅊
⅊
⅊
⅊
⅊
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
EXISTING
STRUCTURE
℄
L
A
W
E
R
E
N
C
E
V
I
L
L
E
P
E
N
N
I
N
G
T
O
N
R
D
/
R
T
E
6
3
2
060' 60'
GRAPHIC SCALE
30'
HOPEWELL TOWNSHIP
MERCER
1"=60'
000-03-02-100A.DWG
09/23/2015
09/23/2015
NEW JERSEY
KSS(MM)
RJP(MM)
MERCER COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-100A
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
060' 60'
GRAPHIC SCALE
30'
HOPEWELL TOWNSHIP
MERCER
1"=60'
000-03-02-101.DWG
09/23/2015
09/23/2015
NEW JERSEY
KSS(MM)
RJP(MM)
MERCER COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-101
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
O
H
O
H
O
H
O
H
O
H
O
H
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
6015+
00
6010+006010+00
25'
40'
88'
50'
15'
76'
10'
25'
25'
10'
40'
⅊
⅊ ⅊
⅊
⅊
⅊
⅊ ⅊
⅊
℄ B
L
A
C
K
W
E
L
L
R
D
⅊
⅊⅊
EXISTING
STRUCTURE
PROPOSED 36" PENNEAST PIPELINE
EXISTING
STRUCTURES
EXISTING
PIPELINE
25'
PE-ME-A156.000
PE-ME-86.001
PE-ME-094.000
PE-ME-095.000
PE-ME-096.000
PE-ME-0098.000
PE-ME-086.000
PE-ME-086.000
EXISTING
STRUCTURES
PE-ME-097.000
EXISTING
OVERHEAD LINE
EXISTING
STRUCTURE
40'
25'
19'
AR-109
060' 60'
GRAPHIC SCALE
30'
HOPEWELL TOWNSHIP
MERCER
1"=60'
000-03-02-102.DWG
NEW JERSEY
KSS(MM)
RJP(MM)
MERCER COUNTY, NEW JERSEY
RESIDENTIAL SITE SPECIFIC
PROPOSED 36" PENNEAST PIPELINE
PENNEAST PIPELINE PROJECT
000-03-02-102
01 01
ACAD
H
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
H 09/16/2016 KSS (MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
⅊
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE
PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
O
H
O
H
O
H
OHOH
4
0
+
0
0
35+00
EXISTING
STRUCTURE
⅊
⅊
⅊
⅊
⅊
8'
88'
35'
25'
5'
50'
25'
25'
HL-NO-027.000
HL-NO-028.000
HL-NO-029.000
HL-NO-024.000
PROPOSED 24" HELLERTOWN LATERAL
EXISTING
STRUCTURE
EXISTING
STRUCTURE
℄ A
P
P
L
E
B
U
T
T
E
R
R
D
℄ A
P
P
L
E
B
U
T
T
E
R
R
D
H
L
-
N
O
-
0
2
4
.
0
0
0
060' 60'
GRAPHIC SCALE
30'
LOWER SAUCON TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-104.DWG
PENNSYLVANIA
CAD(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 24" HELLERTOWN LATERAL
PENNEAST PIPELINE PROJECT
000-03-02-104
01 01
ACAD
H
PLO
TD
AT
EF
ILE
PA
TH
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 CAD(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
O
H
O
H
O
H
O
H
O
H
X
X
X
45+00
40+
00
⅊
PROPOSED 24" HELLERTOWN LATERAL
EXISTING
STRUCTURE
℄ A
P
P
L
E
B
U
T
T
E
R
R
D
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
STRUCTURE
25'
⅊
⅊⅊⅊⅊
⅊
⅊
⅊
5'
35'
25'
45'
20'
53'
125'
45'
HL-NO-021.000
HL-NO-020.000
HL-NO-023.000
HL-NO-022.000
HL-NO-024.000
HL-NO-019.000
060' 60'
GRAPHIC SCALE
30'
LOWER SAUCON TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-105.DWG
09/23/2015
09/23/2015
PENNSYLVANIA
CAD(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 24" HELLERTOWN LATERAL
PENNEAST PIPELINE PROJECT
000-03-02-105
01 01
ACAD
H
PLO
TD
AT
EF
ILE
PA
TH
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
09/16/2016
09/16/2016
H 09/16/2016 CAD(MM) ISSUED FOR DEIS
G 05/16/2016 HMM FERC DATA REQUEST
HMME
10/23/2015 ISSUED FOR BID
HMMF 3/18/2016 SUPPLEMENTAL FERC FILING
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
FERC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
110+
00
EXISTING
STRUCTURE
⅊
HL-NO-002.000
27'
400'
EXISTING
STRUCTURES
EXISTING
STRUCTURES
HL-NO-001.000
35'
25'
⅊
⅊
⅊
⅊
27'
PROPOSED 24"
HELLERTOWN LATERAL PIPELINE
060' 60'
GRAPHIC SCALE
30'
LOWER SAUCON TOWNSHIP
NORTHAMPTON
1"=60'
000-03-02-107.DWG
PENNSYLVANIA
CAD(MM)
RJP(MM)
NORTHAMPTON COUNTY, PENNSYLVANIA
RESIDENTIAL SITE SPECIFIC
PROPOSED 24" HELLERTOWN LATERAL
PENNEAST PIPELINE PROJECT
000-03-02-107
01 01
ACAD
H
PLO
TD
AT
EF
ILE
PA
TH
DIVISION: OP. AREA.:
CO./PAR.:STATE:
SCALE:
FILENAME:
DFT: DATE:
CHK:
APPR:
DATE:
DATE:
OF
TYPE:
SHEET:
REVISIONS
SECTION: TOWNSHIP: RANGE:
APPR.PROJ. IDBYNO. DATE DESCRIPTION
09/16/2016
09/16/2016
CAD(MM)
CONSTRUCTION TECHNIQUES
PLAN VIEW
1. SAFETY FENCE WILL BE INSTALLED AT THE EDGE OF THE LIMIT OF
DISTURBANCE (L.O.D.) FOR A DISTANCE OF 100 FEET ON EITHER
SIDE OF THE RESIDENCE OR BUSINESS ESTABLISHMENT.
2. STRUCTURES WITHIN L.O.D. WILL BE REMOVED, RELOCATED OR
PROTECTED PER LAND OWNER AGREEMENT.
3. THE STRUCTURES ARE BASED ON DIGITIZED AERIAL IMAGERY
FROM 2015 AND/OR MOTT MACDONALD FIELD SURVEYING
CONDUCTED DURING 2015 AND 2016. STRUCTURE TYPES WILL BE
CONFIRMED PRIOR TO IMPLEMENTATION PLAN.
4. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS
TAX MAP DATA AND/OR FIELD LOCATED PROPERTY EVIDENCE.
THEY SHOULD NOT BE RELIED ON AS AN ACCURATE DEPICTION
OF THE ACTUAL PROPERTY LINE LOCATIONS. THEY DO NOT
REPRESENT THE RESULTS OF A BOUNDARY SURVEY.
NOTES:
SCALE: 1" = 60'
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
TEMPORARY WORKSPACE
ADDITIONAL TEMPORARY
WORKSPACE (ATWS)
SAFETY FENCE
PROPOSED PERMANENT
EASEMENT
PROPERTY LINE⅊PROPOSED STAGING AREA /
WAREYARD
EXISTING EASEMENT
RESIDENTIAL OR BUSINESS
ESTABLISHMENT
1. THE SEWER LINE TECHNIQUE IS A LESS EFFICIENT ALTERNATIVE TO THE MAINLINE METHOD OF
CONSTRUCTION. IT IS TYPICALLY USED WHEN THE PIPELINE IS TO BE INSTALLED IN VERY CLOSE
PROXIMITY TO AN EXISTING STRUCTURE OR WHEN AN OPEN DITCH WOULD ADVERSELY IMPACT A
COMMERCIAL/RESIDENTIAL ESTABLISHMENT. THE TECHNIQUE INVOLVES INSTALLING PIPE ONE JOINT
AT A TIME WHEREBY THE WELDING, X-RAY AND COATING ACTIVITIES ARE ALL PERFORMED IN THE
OPEN TRENCH. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS BACKFILLED OR THE OPEN
TRENCH IS COVERED WITH STEEL PLATES OR TIMBER MATS.
2. THE DRAG SECTION CONSTRUCTION TECHNIQUE, WHILE LESS EFFICIENT THAN MAINLINE METHODS, IS
NORMALLY PREFERRED OVER THE SEWER LINE ALTERNATIVE. THIS TECHNIQUE INVOLVES THE
TRENCHING, INSTALLATION AND BACKFILL OF A PREFABRICATED LENGTH OF PIPE CONTAINING
SEVERAL SEGMENTS ALL IN ONE DAY. AT THE END OF EACH DAY THE NEWLY INSTALLED PIPE IS
BACKFILLED AND/OR COVERED WITH STEEL PLATES OR TIMBER MATS.
H
ISSUED FOR FERC
FERC DATA REQUEST
ISSUED FOR BID
SUPPLEMENTAL FERC FILING
H 09/16/2016
G 05/16/2016 HMM
HMME
10/23/2015
HMMF 3/18/2016