attachment ip-4a - mountain valley pipeline
TRANSCRIPT
Mountain Valley Pipeline, LLC Mountain Valley Pipeline Project
Docket No. CP16-10-000
Implementation Plan December 2017 Supplement
Attachment IP-4a
Mountain Valley Pipeline, LLC Mountain Valley Pipeline Project
Docket No. CP16-10-000
Implementation Plan December 2017 Supplement
Attachment IP-4a
Pipeline Alignment Sheets
01 Wetzel County, WV
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
X
X
X
X
X
X
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P
/L
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/L
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P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/L
P
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L
P
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L
P
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L
P
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L
P
/
L
P
/
L
P
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L
P
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L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L
P/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P
/L
P
/
L
P/L
P
/L
R/W
R/W
R/W
R
/W
R
/
W
R
/
W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R
/
W
R
/
W
R/W
R/W
R/W
R
/W
R
/
W
R
/
W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
R
/
W
W
W
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
LM
GM
GM
GM
GM
GM
GM
WW
GM
WW
GM
SCO
WW
GM
TANK
PWR
PWR
PWR
PWR
PWR
PWRPWR
PWR
PWR
PWR
PWR
PWR
PWR
PWR
PWR
P
W
R
P
W
R
PWR
PWR
PWR
PWR
PWR
PWR
PWR
PWR
PWR
PWR
T
S
1
T
S
1T
S
4A
T
S
4B
T
S
4B
T
S
5
T
S
1
T
S
4A
T
S
4A
T
S
9
T
S
4A
GP
1
0
+
0
0
2
0
+
0
0
3
0
+
0
0
40+
00
5
0
+
0
0
6
0
+
0
0
MP
0.5
MP
1.0
MVP-ATWS-003A
35,312 SQ FT
MVP-ATWS-002
17,943 SQ FT
MVP-ATWS-735A
1,733 SQ FT
MVP-ATWS-410
6,287 SQ FT
S-A3a
W-A2a
S-A1a
S-A2a
W-A1a
W-A3a
S-J63
P
P
P
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
P
P
x
x
x
x
x
x
x
S-TT1
W-TT1
W-TT2
R
/
W
R
/W
R
/W
W
W
P
P
P
P
P
P
P
R
/W
R/W
R
/
W
R
/
W
R
/W
R/W
R/W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/W
R
/W
P
P
P
P
P
P
P
P
P
P
X
X
X
X
P
P
P
200
4138
58
+6
6 M
AT
CH
L
IN
E
00+
00
58+
66
58+
66
10+
67
18+
94
19+
41
19+
47
19+
53
19+
73
24+
54
16+
63
WV-WE-001
WV-WE-001.02
596 LF
597 SLOPE
WV-WE-001
231 LF
232 SLOPE
WV-WE-001
47 LF
47 SLOPE
WV-WE-002
481 LF
492 SLOPE
6 LF
6 SLOPE
6 LF
7 SLOPE
WV-WE-001
WV-WE-003
20 LF
20 SLOPE
WV-WE-001
WV-WE-002
WV-WE-0006
WV-WE-005
135 LF
136 SLOPE
WV-WE-005
WV-WE-005.01
95 LF
98 SLOPE
CO
UN
TY
R
OU
TE
1
5
WV-WE-002
881 LF
973 SLOPE
WV-WE-0006
579 LF
589 SLOPE
WV-WE-005
1641 LF
1725 SLOPE
WV-WE-005
51 LF
54 SLOPE
33+
35
39+
44
33+
65
40+
79
30
L
F - 3
0 S
LO
PE
57+
20
58+
15
WV-WE-001
WV-WE-003
WV-WE-002
33+
18
34+
69
1
2879'
1
4
160'
1
1259'
WETZEL COUNTY, WEST VIRGINIA
58
+6
6 M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
2
EQT H302 PIPELINE
WV-WE-001
EQT H306 PIPELINE
HOUSE
WV-WE-002
WV-WE-001.02
WV-WE-001.01
WV-WE-003
WV-WE-0006
WV-WE-0006
WV-WE-005
WV-WE-005.01
H-600 SITE 1
PROPOSED MOBLEY
INTERCONNECT SITE
MVP-WE-003
M
V
P
-
W
E
-
0
0
1
M
V
P
-
W
E
-
0
0
1
M
V
P
-
W
E
-
0
0
1
WV-WE-001.02 WV-WE-001.02WV-WE-001.02 WV-WE-001.02WV-WE-001.02
MVP-WE-004
WV-WE-001
WV-WE-001.01
PROPOSED MOBLEY LAUNCHER
& MAIN LINE VALVE MVP-MLV-01
11+
65
MVP-WE-000
CO RTE 80
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-002
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-003 & 04
ALLIANCE PET.
CORP. 2"GAS LINE
TO BE RELOCATED
CAUTION!
PIPELINE
CROSSING
SEE CONSTRUCTION DETAIL
DWG# RSS-H600-01
RSS-H600-01 RESIDENTIAL SITE SPECIFIC
TY
PE
4A
T
ES
T S
TA
TIO
N - S
IN
GLE
LIN
E F
OR
EIG
N X
IN
G
142"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
TY
PE
1 T
ES
T S
TA
TIO
N - P
IP
ELIN
E
442"O
.D
. X
0.740"W
.T
., X
-70, F
BE
&
A
RO
1 1.1
25.0'
25.0'
12.5'
62.5'
25.0'
25.0'
125.0'
12.5'
62.5'
BEGIN HYDROTEST SEGMENT 01A
125.0'
CAUTION! PIPELINE
CROSSING
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-005
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
MVP-MLV-01
00+
00
1016 LF
1115 SLOPE
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-001
0+
51
WV-WE-001.01
51 LF
52 SLOPE
S-A1a
37 LF
W-A1a
15 LF
W-A2a
84 LF
S-A3a
9 LF
ROAD DRAIN
MVP-WE-000
S-ST10
S-ST-11
S-ST12
S-ST19
S-ST18
S-ST14
S-ST-13
MVP-WE-003
MVP-WE-004
S-A3a
W-A3aW-A2aS-A1a
W-A1a
CAUTION!
PIPELINE
CROSSING
CAUTION! PIPELINE
CROSSING
CO RTE 15/17 -
N FORK ROAD
S-A2a
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
600 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
PED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
220 H
oover B
oulevard, S
uite 2
Holland, M
ichigan 49423-3766
T 616-392-5938
F 616-392-2116
26555 E
vergreen R
d. S
uite. 430
Southfield, M
ichigan 48076
T 248-827-7322 F
248-827-7549
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
02/09/15
.
.
01
-01
.
.
ST
A. 0
0+
00
T
O S
TA
. 5
8+
66
GR
AN
T D
IS
TR
IC
T, W
ET
ZE
L C
O.,W
.V
.
11/28/17 3:21 PM
.
.
.
.
MVP-STR-006
MVP-STR-005
MVP-STR-647
MVP-STR-002
MVP-STR-003
MVP-STR
-649
MVP-STR-648
MVP-STR-004
MVP-STR-651
MVP-STR-650
MVP-STR-012
MVP-STR-013
MVP-STR-011
MVP-STR-010
MVP-STR-009
MVP-STR-008
MVP-STR-007
MVP-LY-024
S-WX2
S-WX3
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
FPCX-H600-001 FOREIGN PIPELINE X-ING PLAN
LAUNCHER/RECEIVER SITES
MVP-QDAR-H600-01ACCESS ROAD DETAIL MAP
MVP-QDAS-H600-01ANCILLARY SITE DETAIL MAP
58+
66
00+
00
2.13,6,15 6,15,53
42+
43
42+
81
4
40'785'
MVP-STR-006
MVP-STR-005
MVP-STR-647
MVP-STR-008
MVP-STR-007
MVP-STR-009
MVP-STR-011
MVP-STR-012
MVP-STR-013
MVP-STR-010
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
2
2
5
'
4
0
'
2
5
'
T.O.Y.R.: NO CONSTRUCTION
WITHIN STREAM S-A1a
APRIL 1ST TO JUNE 30TH
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
W-TT3
31+
64
34+
89
35+
25
36+
62
3
5
+
9
0
3
7
+
8
1
3
6
+
8
6
35+
53
35+
95
REV. 6
LM
PROPOSED PIPELINE RELOCATION
FPCX-H600-002 FOREIGN PIPELINE X-ING PLAN
FPCX-H600-003 FOREIGN PIPELINE X-ING PLAN
FPCX-H600-004 FOREIGN PIPELINE X-ING PLAN
FPCX-H600-005 FOREIGN PIPELINE X-ING PLAN
MVP-ATWS-735
3,167 SQ FT
CO RTE 15 - N FORK RD
SEE ROAD CROSSING
PERMIT(06-2016-0253)
06-2016-0253 ROAD CROSSING PERMIT
3
114'
2
282'
2
243'
2
410'
46+
59
31+
09
242"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
342"O
.D
. X
0.888"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
1720
114
1+
08
3+
59
3 4
TY
PE
4B
T
ES
T S
TA
TIO
N - M
ULT
I. LIN
E F
OR
EIG
N X
IN
G
TY
PE
5
T
ES
T S
TA
TIO
N - M
ET
AL IR
D
RO
P T
ES
T S
TA
TIO
N
2 1
P-W-H600-1100-01 MOBLEY INTERCONNECT
P-W-H600 WEBSTER TAP
P-W-H600-1204-01 CATHODIC PROTECTION
PLOT PLAN
STANDARD DRAWING
EQT WEBSTER TAP
LAT: 39.552177 LON: -80.545615
SEE CONSTRUCTION DRAWING
DWG# P-W-H600-1149-01
RIV
ER
W
EIG
HT
S3
PROPOSED PIPELINE
RELOCATION
T.O.Y.R.: NO CONSTRUCTION
WITHIN STREAM S-A3a
APRIL 1ST TO JUNE 30TH
TIME OF YEAR
RESTRICTION: SEE
TREE CLEARING PLAN
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
/
L
P/L
P/L
P/L
P/L
P/L
P
/L
P
/L
P
/L
P
/L
P
/L
P/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P
/L
P/L
P/L
P/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P
/L
P
/
L
P
/L
P/L
P/L
P/L
P
/
L
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
R
/
W
R
/W
R
/
W
R
/
W
R
/W
R
/
W
R
/W
R
/W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R/W
R/W
R/W
R/W
R/W
R/W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R
/
W
R
/
W
R
/W
R
/
W
R
/
W
R
/W
R
/
W
R
/W
R
/W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/
W
R
/
W
R/W
R/W
R/W
R
/W
R
/W
R
/
W
R
/
W
R
/W
R
/W
R/W
R
/
W
R
/
W
R
/
W
R/W
R/W
R/W
R
/W
R
/
W
R
/
W
R
/W
R
/W
R/W
R
/W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
L
M
PWR
PWR
PWR
PWR
PWR
PWR
P
W
R
P
W
R
PWR
PWR
PWR
PWR
T
S
1
T
S
1
T
S
1
T
S
1
T
S
1
T
S
1
T
S
1
T
S
9
T
S
1
6
0
+
0
0
7
0
+
0
0
8
0
+
0
0
9
0
+
0
0
100+
00
1
1
0
+
0
0
1
2
0
+
0
0
MP
1.5
MP
2.0
W-A4a
S-J66
S-J65
MVP-ATWS-412
2,781 SQ FT
MVP-ATWS-738
5,993 SQ FT
MVP-ATWS-738B
5,000 SQ FT
P
P
R/W
R/W
R
/
W
R
/W
R
/
W
R
/W
R
/W
R/W
R
/
W
R
/W
R
/
W
P
P
P
P
P
PWR
PWR
PWR
PWR
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
MVP-WE-006
MVP-WE-008.01A
MVP-WE-006
MVP-WE-008.01A
W-A4a
S-J66
MVP-WE-005
PROTECT ENVIRONMENTALLY
SENSITIVE AREA WITH FENCING
ALONG WORK SPACE LIMITS
PLACE SAFETY FENCE
AROUND POWER POLE
PLACE SAFETY FENCE
AROUND POWER POLE
MVP-WE-005
CO RTE 80
SEE CONSTRUCTION DETAIL
DWG# RSS-H600-105
WETZEL COUNTY, WEST VIRGINIA
58
+6
6 M
AT
CH
L
IN
E
11
7+
07
M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
3
480
15681
58
+6
6 M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
1
11
7+
07
M
AT
CH
L
IN
E
WV-WE-005
WV-WE-007
WV-WE-006
WV-WE-008
WV-WE-009
WV-WE-011
WV-WE-014
WV-WE-013
WV-WE-015
WV-WE-008
WV-WE-010
WV-WE-007.01
WV-WE-012
117+
07
117+
07
61+
40
WV-WE-006
23 LF
27 SLOPE
WV-WE-005
WV-WE-007
WV-WE-007
802 LF
904 SLOPE
58+
66
58+
66
61+
17
WV-WE-007
WV-WE-005
160 LF
171 SLOPE
59+
57
WV-WE-005
91 LF
96 SLOPE
64+
43
72+
45
WV-WE-007
WV-WE-006
303 LF
329 SLOPE
73+
13
WV-WE-007
WV-WE-007.01
68 LF
82 SLOPE
CO
UN
TY
R
OU
TE
8
0
73+
43
30
L
F - 3
1 S
LO
PE
89+
57
91+
73
94+
15
97+
40
97+
70
97+
80
98+
43
106+
94
109+
19
111+
22
112+
19
93+
19
WV-WE-008
WV-WE-009
1173 LF
1213 SLOPE
30 LF
31 SLOPE
WV-WE-008
WV-WE-010
216 LF
217 SLOPE
146 LF
147 SLOPE
96 LF
96 SLOPE
325 LF
327 SLOPE
WV-WE-012
10 LF
10 SLOPE
WV-WE-008
63 LF
63 SLOPE
57 LF
58 SLOPE
WV-WE-013
WV-WE-012
225 LF
233 SLOPE
WV-WE-012
203 LF
206 SLOPE
WV-WE-015
WV-WE-012
97 LF
99 SLOPE
WV-WE-012
505 LF
510 SLOPE
WV-WE-013
WV-WE-014
WV-WE-015
488 LF
511 SLOPE
73+
10
73+
46
1
1099'
1
4
40'
COUNTY
ROUTE 76
WV-WE-010
WV-WE-008 WV-WE-008
WV-WE-011
COUNTY RTE 76
WV-WE-011
WV-WE-008
COUNTY
ROUTE 76
WV-WE-010
1
4484'
S-J66
3 LF
W-A4a
28 LF
117+
07
58+
66
70+
63
71+
63
72+
37
WV-WE-005.01
RSS-H600-105 RESIDENTIAL SITE SPECIFIC
1311.16,15
1.1
TY
PE
9 T
ES
T S
TA
TIO
N - T
ES
T S
TA
TIO
N IR
C
OU
PO
N
42"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
TY
PE
1 T
ES
T S
TA
TIO
N - P
IP
ELIN
E
WV-WE-014
42"O
.D
. X
0.740"W
.T
., X
-70, F
BE
&
A
RO
19 SLOPE
WV-WE-012
258 LF
68+
17
WV-WE-011
WV-WE-008
WV-WE-012
COUNTY
ROUTE 76
WV-WE-012
WV-WE-008
COUNTY
ROUTE 76
76+
58
WV-WE-009
315 LF
346 SLOPE
WV-WE-008
77+
84
WV-WE-009
126 LF
133 SLOPE
WV-WE-008
99+
00
99+
19
99+
31
101+
89
19 LF
WV-WE-014
259 SLOPE
WV-WE-012
12 LF
13 SLOPE
WV-WE-008
WV-WE-014
25
.0
'
25
.0
'
125.0'
12
.5
'
62.5'
59+
69
25.0'
25.0'
125.0'
12.5'
62.5'
MVP-WE-008.02
MVP-STR-652
MVP-STR-015
MVP-STR-016
MVP-STR-017
MVP-STR-018
MVP-STR-021
MVP-STR-019
MVP-STR-020
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
LAUNCHER/RECEIVER SITES
MVP-QDAR-H600-01ACCESS ROAD DETAIL MAP
MVP-QDAR-H600-02ACCESS ROAD DETAIL MAP
S-J66
MVP-ATWS-739
5,819 SQ FT
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
40'
25'
69+
45
R/W
R
/W
R
/W
R
/W
R/W
R
/W
R/W
R
/
W
R
/
W
R/W
R/W
R/W
R/W
R
/
W
R
/
W
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
600 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
PED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
220 H
oover B
oulevard, S
uite 2
Holland, M
ichigan 49423-3766
T 616-392-5938
F 616-392-2116
26555 E
vergreen R
d. S
uite. 430
Southfield, M
ichigan 48076
T 248-827-7322 F
248-827-7549
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
02/09/15
.
.
02
-02
.
.
ST
A. 5
8+
66
T
O S
TA
. 1
17
+0
7
GR
AN
T D
IS
TR
IC
T,W
ET
ZE
L C
O.,W
.V
.
11/28/17 3:22 PM
.
.
.
.
MVP-WE-008.02
MVP-STR-021
MVP-STR-018
MVP-STR-019
MVP-STR-020
PROTECT ENVIRONMENTALLY
SENSITIVE AREA WITH FENCING
ALONG WORK SPACE LIMITS
CO RTE 7/6 -
RICHWOOD RUN RD
REV. 6
CO RTE 80 - FALLEN TIMBER RD
SEE ROAD CROSSING
PERMIT(06-2016-0253)
06-2016-0203 ROAD CROSSING PERMIT
CO RTE 76 -
RICHWOOD RUN RD
SEE ROAD CROSSING
PERMIT(06-2016-0205)
06-2016-0205 ROAD CROSSING PERMIT
2368
42"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
69+
75
70+
13
4
40'
72+
27
2
245'
1
98'
68+
63
2
124'
4 1
P-W-H600-1204-01 CATHODIC PROTECTION
STANDARD DRAWING
T.O.Y.R.: NO CONSTRUCTION
WITHIN STREAM S-J66
APRIL 1ST TO JUNE 30TH
TIME OF YEAR RESTRICTION: NO CLEARING
JUNE 1 - JULY 31 SEE TREE CLEARING PLAN
FOR FURTHER DETAILS
R
/W
R
/W
R
/W
R
/
W
R
/W
R
/W
P
PP
PP
P
UN
K
UN
K
U
N
K
X
X
X
P
/
L
P
/
L
P
/
L
P/L
P/L
P
/
L
P/L
P
/
L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P
/L
P
/L
P
/L
P
/L
P
/
L
P
/L
P
/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L
P/L
P/L
P
/
L
P
/
L
P/L
R
/W
R/W
R/W
R/W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R/W
R/W
R
/W
R
/
W
R/W
R/W
R/W
R/W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/W
R
/W
R
/
W
R
/W
R
/
W
R
/W
R
/
W
R
/W
R/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R
/W
R
/
W
R
/
W
R/W
R
/W
R/W
R
/W
R/W
PWR
PWR
PWR
PWR
T
S
1
T
S
1
T
S
1
T
S
5
T
S
1
T
S
T
S
1
T
S
6
1
2
0
+
0
0
1
3
0
+
0
0
1
4
0
+
0
0
150+
00
160+
00
MP
2.5
S-BB12
S-A6a
S-A5a
MVP-ATWS-005
54,821 SQ FT
S-BB11
S-BB14
S-BB10
S-BB13
S-BB9
S-BB2
S-BB4
S-BB8
P
P
P
PWR
R
/
W
R
/
W
R
/
W
R
/
W
XXX
X
X X X
X
PWR
R
/W
R
/
W
R
/
W
P
W
R
P
P
PWR
R
/
W
R
/W
R
/
W
120+
58
CO
UN
TY
R
OU
TE
7
8
120+
89
31
L
F - 3
4 S
LO
PE
WETZEL COUNTY, WEST VIRGINIA
11
7+
07
M
AT
CH
L
IN
E
14
9+
32
M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
4
4120
11835
11
7+
07
M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
2
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-WE-015
WV-WE-016
WV-WE-018
WV-WE-016.01
S-A6aS-A5a
117+
07
117+
07
1
S-A6a
22 LF
120+
55
120+
92
392' 44'
1
4
40'
137+
86
2
1443'
1 3
1172'
M
V
P
-
W
E
-
0
0
8
.
0
2
BRADSHAW COMPRESSOR STATION
SEE DWG P-W-H600-1100-02A
6,15
PLACE SAFETY FENCE
AROUND POWER POLE
S-A5a
4 LF
1 1 1.1
TY
PE
5
T
ES
T S
TA
TIO
N - M
ET
AL IR
D
RO
P T
ES
T S
TA
TIO
N
42"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
TY
PE
1 T
ES
T S
TA
TIO
N - P
IP
ELIN
E
42"O
.D
. X
0.740"W
.T
., X
-70, F
BE
&
A
RO
CO RTE 21/1 -
BEAR RUN RD
149+
32
WV-WE-018
WV-WE-4271
WV-WE-017
MVP-MLV-02
25.0'
25.0'
125.0'
12.5'
62.5'
WV-WE-018
BRADSHAW
COMPRESSOR
STATION
MVP-WE-008.02
CO RTE 21/1 - BEAR RUN RD
MVP-MLV-02
WV-WE-015
351 LF
394 SLOPE
122+
14
121+
06
WV-WE-015
17 LF
19 SLOPE
WV-WE-015
108 LF
110 SLOPE
WV-WE-016
127+
49
125+
57
WV-WE-016
192 LF
211 SLOPE
WV-WE-016.01
129+
33
WV-WE-016
184 LF
198 SLOPE
WV-WE-018
505 LF
519 SLOPE
144+
27
143+
04
139+
83
WV-WE-018
321 LF
322 SLOPE
123 LF
128 SLOPE
WV-WE-017
COUNTY RTE 21/1
WV-WE-017
343 LF
368 SLOPE
WV-WE-017
1050 LF
1089 SLOPE
WV-WE-016
S-ST-16
S-ST-15
S-ST-17
W-ST8
W-ST7
SEE ACCESS ROAD DETAIL
DWG# MVP-QDAR-H600-02
CO RTE 78 -
FALLEN TIMBER
RUN RD
S-ST16
S-ST15
PROPOSED ANODE
BED #1A(PE)
ROBERTS CORROSION
SERVICE DWG# MVP-01A
PROPOSED ANODE
BED #1A
MVP-STR-022
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
LAUNCHER/RECEIVER SITES
MVP-QDAR-H600-02ACCESS ROAD DETAIL MAP
121+
05
121+
43
4
40'
2
13'
149+
32
117+
07
MVP-ATWS-005B
4,017 SQ FT
122+
81
123+
54
MVP-STR-022
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
4
0
'
2
5
'
14
9+
32
M
AT
CH
L
IN
E
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
600 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
PED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
220 H
oover B
oulevard, S
uite 2
Holland, M
ichigan 49423-3766
T 616-392-5938
F 616-392-2116
26555 E
vergreen R
d. S
uite. 430
Southfield, M
ichigan 48076
T 248-827-7322 F
248-827-7549
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
02/09/15
.
.
03
-03
.
.
ST
A. 1
17
+0
7 T
O S
TA
. 1
49
+3
2
GR
AN
T D
IS
TR
IC
T,W
ET
ZE
L C
O.,W
.V
.
11/28/17 3:22 PM
.
.
.
.
149+
32
REV. 6
CO RTE 78 - FALLEN
TIMBER RUN RD
SEE ROAD CROSSING
PERMIT(06-2016-0204)
06-2016-0204ROAD CROSSING PERMIT
121+
93
2
50'
137+
44
2263
42"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
31172
42"O
.D
. X
0.888"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
122+
32
4
40'
123+
82
2
156'
5 1
P-W-H600-1204-01 CATHODIC PROTECTION
STANDARD DRAWING
MVP-01AROBERTS CORROSION
SERVICE DRAWING
P-W-H600-1100-02A BRADSHAW PLOT PLAN
STANDARD DRAWINGS
P-W-H600-1204-02 CATHODIC PROTECTION
STANDARD DRAWING
RIV
ER
W
EIG
HT
S2
T.O.Y.R.: NO CONSTRUCTION
WITHIN STREAMS S-A5a & S-A6a
APRIL 1ST TO JUNE 30TH
X
X
X
X
X
X
X
X
P
/L
P
/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/
L
P/L
P/L
P/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P
/L
P/L
P
/
L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L
P/L
P/L
P
/
L
P
/L
R
/
W
R
/
W
R/W
R/W
R
/W
R
/W
R
/W
R/W
R/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R/W
R
/
W
R
/
W
R
/
W
R/W
R/W
R
/W
R
/W
R
/W
R/W
R/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R/W
R
/
W
L
M
L
M
T
S
1
T
S
5
T
S
5
T
S
1
T
S
1
T
S
1
T
S
1
T
S
6
T
S
1
1
4
0
+
0
0
1
5
0
+
0
0
1
6
0
+
0
0
1
7
0
+
0
0
1
8
0
+
0
0
MP
3.0
R/W
R/W
R/W
R/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/
W
R
/W
R
/W
R
/W
R/W
R/W
R/W
R/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/
W
R
/W
R
/W
R
/W
S-BB2
S-BB9
S-BB9
S-BB4
S-BB6
S-BB6
S-BB7
XXX
X
X X X
WETZEL COUNTY, WEST VIRGINIA
17
9+
35
M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
5
4320
11084
14
9+
32
M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
3
17
9+
35
M
AT
CH
L
IN
E
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-WE-017
WV-WE-018
WV-WE-018.02.01
WV-WE-018.01
WV-WE-018.03
149+
32
179+
35
179+
35
WV-WE-018
1088 LF
1103 SLOPE
160+
20
165+
46
WV-WE-018.01
526 LF
533 SLOPE
WV-WE-018.01
826 LF
836 SLOPE
WV-WE-018.02.1
COUNTY ROUTE 21/1
176+
30
178+
65
WV-WE-018.03
WV-WE-018.01
70 LF
70 SLOPE
WV-WE-018.01
234 LF
237 SLOPE
WV-WE-018.01
258
261 SLOPE
COUNTY ROUTE 21/1
174+
09
175+
29
41 1
M
V
P
-
W
E
-
0
0
8
.
0
2
MVP-WE-008.02
BRADSHAW
COMPRESSOR
STATION
1.1
TY
PE
6 T
ES
T S
TA
TIO
N - IS
O JO
IN
T - B
ELO
W G
RA
DE
42"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
TY
PE
1 T
ES
T S
TA
TIO
N - P
IP
ELIN
E
42"O
.D
. X
0.740"W
.T
., X
-70, F
BE
&
A
RO
CO RTE 21/1 -
BEAR RUN RD
CO RTE 21/1 -
BEAR RUN RD
149+
32
MA
TC
H L
IN
E
25.0'
25.0'
125.0'
12.5'
62.5'
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
LAUNCHER/RECEIVER SITES
1
MVP-MLV-02
149+
32
179+
35
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
1
4
0
'
2
5
'
BRADSHAW
COMPRESSOR
STATION
S-BB8
S-BB3
S-BB7
S-BB5
173+
72
14
9+
32
X
MVP-MLV-02
25.0'
25.0'
125.0'
12.5'
62.5'
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
600 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
PED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
220 H
oover B
oulevard, S
uite 2
Holland, M
ichigan 49423-3766
T 616-392-5938
F 616-392-2116
26555 E
vergreen R
d. S
uite. 430
Southfield, M
ichigan 48076
T 248-827-7322 F
248-827-7549
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
02/09/15
.
.
4
-04
.
.
ST
A. 1
49
+3
2 T
O S
TA
. 1
79
+3
5
GR
AN
T D
IS
TR
IC
T,W
ET
ZE
L C
O.,W
.V
.
11/28/17 3:23 PM
.
.
.
.
REV. 6
CO RTE 21/1 - BEAR RUN RD
SEE ROAD CROSSING
PERMIT(06-2016-0238)
06-2016-0238 ROAD CROSSING PERMIT
CO RTE 21/1 - BEAR RUN RD
SEE ROAD CROSSING
PERMIT(06-2016-0237)
CO RTE 21/1 - BEAR RUN RD
SEE ROAD CROSSING
PERMIT(06-2016-0252)
06-2016-0237 ROAD CROSSING PERMIT
06-2016-0252 ROAD CROSSING PERMIT
162+
29
3
165+
46
2
167+
46
4
120'674' 410'1053' 322' 200'
2322
42"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
31075
42"O
.D
. X
0.888"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
4
149+
54
149+
94
3
22'
7
40'
AN
SI 600 M
ON
OLIT
HIC
IN
SU
LA
TIN
G JO
IN
T7
1
40
P-W-H600-1204-01 CATHODIC PROTECTION
STANDARD DRAWING
P-W-H600-1204-02 CATHODIC PROTECTION
STANDARD DRAWING
P
/L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L
P
/L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P/L
P/L
P
/L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P
/L
P
/
L
P
/
L
P/L
R
/W
R
/W
R/W
R/W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R/W
R
/W
R
/
W
R
/W
R
/
W
R
/W
R
/
W
R/W
R
/W
R/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/
W
R
/
W
R
/W
R
/W R
/W
R/W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R/W
R
/W
R
/
W
R
/W
R
/
W
R
/W
R/W
R/W
R
/W
R/W
R
/W
R
/W
R
/W
R
/W
R
/W
R
/
W
R
/
W
R/W
R
/W
LM
LM
LM
LM
LM
LM
LM
LM
L
M
L
M
WW
WELL
T
S
1
T
S
1
T
S
1
T
S
1
T
S
1
T
S
1
T
S
1
T
S
1
1
8
0
+
0
0
190+00
200+
00
2
1
0
+
0
0
2
2
0
+
0
0
230+
00
MP
3.5
MP
4.0
WETZEL COUNTY, WEST VIRGINIA
17
9+
35
M
AT
CH
L
IN
E
234+
11 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
600-06
14985
179+
35 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
600-04
23
4+
11
M
AT
CH
L
IN
E
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-WE-018.03
WV-WE-018.03
WV-WE-018.06
BW-WE-3
WV-WE-018.08
WV-WE-018.05
WV-WE-018.10
WV-WE-018.11
179+
35
234+
11
179+
35
234+
11
WV-WE-018.03
WV-WE-018.01
44 LF
45 SLOPE
179+
79
181+
49
WV-WE-018.03
170 LF
174 SLOPE
219+
46
228+
81
1198 LF
1200 SLOPE
WV-WE-018.08
530 LF
533 SLOPE
WV-WE-018.11
WV-WE-018.10
WV-WE-018.08
935 LF
940 SLOPE
1
1
3869'
WV-WE-018.02.01
WV-WE-018.01
WV-WE-018.02
179+
35
234+
11
CO RTE 21/1
SEE CONSTRUCTION DETAIL
DWG# CSS-H600-01
CSS-H600-01 CONST. SITE SPECIFIC
CAUTION! PIPELINE,
SEE CROSSING PLAN
FPCX-H600-009
1.1
42"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
TY
PE
1 T
ES
T S
TA
TIO
N - P
IP
ELIN
E
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-006
CAUTION! PIPELINE
CO RTE 21/1 -
BEAR RUN ROAD
186+
39
WV-WE-018.03
287 LF
291 SLOPE
WV-WE-018.03.1
COUNTY
ROUTE 21/1
194+
28
COUNTY ROUTE 21/1
WV-WE-018.03
724 LF
743 SLOPE
194+
97
CO. ROUTE 21/1
BW-WE-2
69 LF
69 SLOPE
196+
23
126 LF
128 SLOPE
BW-WE-2
207+
48
207+
17
117 LF
119 SLOPE
31 LF
31 SLOPE
BW-WE-3
206+
00
WV-WE-018.03
203 LF
208 SLOPE
WV-WE-018.02.1
COUNTY
ROUTE 21/1
183+
52
WV-WE-018.06
WV-WE-018.03
WV-WE-018.06
CO. ROUTE 21/1
977 LF
1023 SLOPE
WV-WE-018.06 WV-WE-018.08 WV-WE-018.08
25.0'
25.0'
125.0'
12.5'
62.5'
CAUTION! PIPELINE CROSSINGS
TO BE ABANDONED
CAUTION! CPG PIPELINE
CAUTION! COLUMBIA
PIPELINE
CAUTION! MOUNTAINEER 5"
PIPELINE, TO BE ABANDONED
25.0'
25.0'
125.0'
12.5'
62.5'
CO RTE 21/1 -
BEAR RUN ROAD
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-008
PROTECT
ENVIRONMENTALLY
SENSITIVE AREA WITH
FENCING ALONG WORK
SPACE LIMITS
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
LAUNCHER/RECEIVER SITES
SEE LANDSLIDE MITIGATION PLAN
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
1.1
33
193+
63
WV-WE-018.03
65 LF
66 SLOPE
COUNTY
ROUTE 21/1
BW-WE-2
R
/
W
R
/
W
R
/
W
R/W
R
/W
R
/W
R
/W
R
/
W
R
/
WR
/W
R
/
W
R/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R/W
R
/W
R
/W
R
/W
R
/
W
R
/
W
R/W
R
/
W
R/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/W
R/W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R/W
R
/
W
R
/
W
CO RTE 21/1 -
BEAR RUN ROAD
PROTECT ENVIRONMENTALLY
SENSITIVE AREA WITH FENCING
ALONG WORK SPACE LIMITS
LM
WW
WELL
LMLM
LM
LM
LM
LM
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
600 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EPPED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
220 H
oover B
oulevard, S
uite 2
Holland, M
ichigan 49423-3766
T 616-392-5938
F 616-392-2116
26555 E
vergreen R
d. S
uite. 430
Southfield, M
ichigan 48076
T 248-827-7322 F
248-827-7549
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
3/11/15
.
.
05
-05
.
.
ST
A. 179+
35 T
O S
TA
. 234+
11
GR
AN
T D
IS
TR
IC
T,W
ET
ZE
L C
O.,W
.V
.
12/6/17 2:03 PM
.
.
.
.
REV. 6
FCPX-H600-06
FCPX-H600-07FOREIGN PIPELINE X-ING PLAN
FCPX-H600-08
FCPX-H600-09
CAUTION! PIPELINE
SEE CROSSING PLAN
FPCX-H600-007
CO RTE 21/1 - BEAR RUN RD
SEE ROAD CROSSING
PERMIT(06-2016-0290)
06-2016-0290 ROAD CROSSING PERMIT
CO RTE 21/1 - BEAR RUN RD
SEE ROAD CROSSING
PERMIT(06-2016-0291)
06-2016-0291 ROAD CROSSING PERMIT
182+
01
1
279'
182+
79
4
40'
187+
13
1
837'
187+
51
4
120'
2386
42"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
4200
42"O
.D
. X
0.740"W
.T
., X
-70, F
BE
&
A
RO
(C
LA
SS
2 A
RO
)
190+
60
191+
79
4
40'
2
386'
6
P-W-H600-1204-01 CATHODIC PROTECTION
STANDARD DRAWING
FOREIGN PIPELINE X-ING PLAN
FOREIGN PIPELINE X-ING PLAN
FOREIGN PIPELINE X-ING PLAN
BW-WE-2
P
T
T
T
X
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P
/
L
P/L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
R
/
W
R/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/W
R
/W
R
/W
R
/W
R/W
R
/W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/W
R
/W
R
/W
R/W
R/W
R
/W
R
/
W
LM
LM
LM
LM
LM
LM
LM
GW
LM
TELE
TELE
TELE
PWR
PWR
T
S
1
T
S
4A
T
S
4C
T
S
4A
T
S
4B
T
S
1
T
S
4A
T
S
9
GP
GP
GP
GP
2
3
0
+
0
0
2
4
0
+
0
0
250+00
2
6
0
+
0
0
270+00
2
8
0
+
0
0
2
9
0
+
0
0
MP
5.0
272+
16
S-A126
S-A125
S-A127
S-A124
S-A123
W-A36
MVP-ATWS-747
48,961 SQ FT
MVP-ATWS-746
12,115 SQ FT
MVP-ATWS-744
24,012 SQ FT
MVP-ATWS-006
35,676 SQ FT
MVP-ATWS-008
6,011 SQ FT
MVP-ATWS-007
13,039 SQ FT
MVP-ATWS-006A
15,351 SQ FT
LMLM
P
W
R
LMLM
S-PP6
R/W
R
/
W
R/W
R
/
W
MP
4.5
WETZEL COUNTY, WEST VIRGINIA
23
4+
11
M
AT
CH
L
IN
E
292+
06 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
600-07
4160
14067
234+
11 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
600-05
29
2+
06
M
AT
CH
L
IN
E
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-WE-018.11
WV-WE-027
WV-WE-027
WV-WE-027.01
MVP-WE-011
MVP-WE-012
MVP-WE-011
MVP-WE-012
1841 SLOPE
234+
11
292+
06
234+
11
292+
06
WV-WE-018.11
1133 LF
1144 SLOPE
272+
90
WV-WE-027.01
WV-WE-027
179 LF
201 SLOPE
274+
69
267+
57
CO
UN
TY
R
OU
TE
2
1
267+
88
31
L
F - 3
1 S
LO
PE
WV-WE-027
2213 LF
2300 SLOPE
WV-WE-027
436 LF
445 SLOPE
WV-WE-027.01
1737 LF
245+
44
1
272+
66
2
55'
1
3423'
1
644'
S-A126
W-A36
S-A123
S-A125
S-A124
S-A127
234+
11
292+
06
271+
39
243+
15
268+
64
271+
23
282+
38
283+
53
285+
42
286+
85
CAUTION!
PIPELINE
CROSSINGS
SEE CROSSING
PLANS
FPCX-H600-009
& 10
CAUTION! PIPELINE CROSSINGS
SEE CROSSING PLANS
FPCX-H600-011,12,13,14,15 & 16
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-017
CAUTION! PIPELINE
CROSSINGS
CAUTION! PIPELINE
CROSSING
S-A125
36 LF
S-A124
13 LF
CAUTION! PIPELINE
CROSSINGS
1.16,15,53
1.1
TY
PE
4A
T
ES
T S
TA
TIO
N - S
IN
GLE
LIN
E F
OR
EIG
N X
IN
G
42"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
TY
PE
1 T
ES
T S
TA
TIO
N - P
IP
ELIN
E
42"O
.D
. X
0.740"W
.T
., X
-70, F
BE
&
A
RO
CO RTE 21 -
MANNINGTON ROAD
25.0'
25.0'
125.0'
12.5'
62.5'
25.0'
25.0'
125.0'
12.5'
62.5'
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
LAUNCHER/RECEIVER SITES
MVP-QDAR-H600-03 ACCESS ROAD DETAIL MAP
CAUTION! PIPELINE
SEE CROSSING PLAN
FPCX-H600-010
CAUTION! PIPELINE TO
BE RELOCATED
285+
89
2
1383'
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
4
0
'
2.14
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
60
0 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
PED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Holland, M
ichigan 49423-3766
T 6
16
-3
92
-5
93
8
F 6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
Southfield, M
ichigan 48076
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
3/11/15
.
.
06
-06
.
.
ST
A. 234+
11 T
O S
TA
. 292+
06
GR
AN
T D
IS
TR
IC
T,W
ET
ZE
L C
O.,W
.V
.
11/28/17 3:23 PM
.
.
.
.
REV. 6
PROPOSED PIPELINE RELOCATION
CAUTION! MOUNTAINEER 5"
PIPELINE, TO BE ABANDONED
GW
FPCX-H600-009FOREIGN PIPELINE X-ING PLAN
FPCX-H600-011
FPCX-H600-013
FPCX-H600-015
FPCX-H600-017
CO RTE 21 - MANNINGTON RD
SEE ROAD CROSSING
PERMIT(06-2016-0289)
06-2016-0289 ROAD CROSSING PERMIT
267+
38
268+
16
4
80'
271+
79
2
364'
4
40'
273+
03
4
40'
21802
42"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
3 3
TY
PE
4B
T
ES
T S
TA
TIO
N - M
ULT
I. LIN
E F
OR
EIG
N X
IN
G1
TY
PE
4C
T
ES
T S
TA
TIO
N - S
IN
GLE
LIN
E F
OR
EIG
N X
IN
G1
WIT
H R
EF
ER
EN
CE
C
ELL
TY
PE
9 T
ES
T S
TA
TIO
N - T
ES
T S
TA
TIO
N IR
C
OU
PO
N1
FOREIGN PIPELINE X-ING PLAN
FOREIGN PIPELINE X-ING PLAN
FOREIGN PIPELINE X-ING PLAN
FOREIGN PIPELINE X-ING PLAN
P-W-H600-1204-01 CATHODIC PROTECTION
STANDARD DRAWING
P-W-H600-1204-02 CATHODIC PROTECTION
STANDARD DRAWING
RIV
ER
W
EIG
HT
S4
FPCX-H600-010FOREIGN PIPELINE X-ING PLAN
FPCX-H600-012
FPCX-H600-014
FPCX-H600-016
FOREIGN PIPELINE X-ING PLAN
FOREIGN PIPELINE X-ING PLAN
FOREIGN PIPELINE X-ING PLAN
WV-WE-5831
PROPOSED PIPELINE RELOCATION
T.O.Y.R.: NO CONSTRUCTION
WITHIN STREAMS S-A125 & S-A124
APRIL 1ST TO JUNE 30TH
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
WV-WE-5831
WV-WE-027
66 LF
66 SLOPE
268+
54
P
P
X
X
X
X
X
X
X
X
P
/
L
P
/
L
P/L
P/L
P/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P
/L
P/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P
/
L
P
/
L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
PWR
T
S
4A
T
S
1
2
9
0
+
0
0
3
0
0
+
0
0
310+
00
3
2
0
+
0
0
3
3
0
+
0
0
340+
00
3
5
0
+
0
0
MP
6.0
S-A122
S-A118
S-A117
W-A27-PEM
W-A35
MVP-ATWS-009
39,283 SQ FT
W-A27-PFO
M
P
5.5
WETZEL COUNTY, WEST VIRGINIA
29
2+
06
M
AT
CH
L
IN
E
35
0+
06
M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
8
15227
29
2+
06
M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
6
35
0+
06
M
AT
CH
L
IN
E
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-WE-027.02
WV-WE-037.01
WV-WE-027.02
WV-WE-037
WV-WE-027.01
WV-WE-027.02
MVP-WE-013
MVP-WE-013292+
06
350+
06
292+
06
350+
06
306+
80
WV-WE-027.02
WV-WE-037
118 LF
126 SLOPE
307+
98
WV-WE-027.01
467 LF
493 SLOPE
1
1
3711'
296+
73
1007 LF
1110 SLOPE
WV-WE-037
332+
46
334+
41
342+
09
WV-WE-027.02
WV-WE-037.01
195 LF
196 SLOPE
2448 LF
2508 SLOPE
768 LF
770 SLOPE
797 LF
823 SLOPE
WV-WE-027.02 WV-WE-037.01 WV-WE-027.02
W-A35
S-A122
W-A27-PFO
S-A118
292+
06
350+
06
302+
56
W-A27-PEM
57 LF
CAUTION! PIPELINE CROSSINGS
SEE CROSSING PLAN
FPCX-H600-018
W-A35
20 LF
1.13,6,15
1.1 3
TY
PE
4A
T
ES
T S
TA
TIO
N - S
IN
GLE
LIN
E F
OR
EIG
N X
IN
G
42"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
S-A118
6 LF
W-A27-PFO
59 LF
W-A27-PEM
CULVERT
25.0'
25.0'
125.0'
12.5'
62.5'
25.0'
25.0'
125.0'
12.5'
62.5'
W-A27-PFO
30 LF
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
LAUNCHER/RECEIVER SITES
640
42"O
.D
. X
0.617"W
.T
., X
-70, F
BE
&
A
RO
2
759'
306+
33
313+
49
1
907'
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
X
X
X
X
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
600 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
PED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
220 H
oover B
oulevard, S
uite 2
Holland, M
ichigan 49423-3766
T 616-392-5938
F 616-392-2116
26555 E
vergreen R
d. S
uite. 430
Southfield, M
ichigan 48076
T 248-827-7322 F
248-827-7549
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
3/11/15
.
.
07
-07
.
.
ST
A. 2
92
+0
6 T
O S
TA
. 3
50
+0
6
GR
AN
T D
IS
TR
IC
T,W
ET
ZE
L C
O.,W
.V
.
11/28/17 3:24 PM
.
.
.
.
REV. 6
CAUTION! PIPELINE CROSSINGS
FPCX-H600-018 FOREIGN PIPELINE X-ING PLAN
6
40'
300+
35
300+
69
2759
42"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
1
609'
1
P-W-H600-1204-01 CATHODIC PROTECTION
STANDARD DRAWING
RIV
ER
W
EIG
HT
S1
T.O.Y.R.: NO CONSTRUCTION
WITHIN STREAM S-A118
APRIL 1ST TO JUNE 30TH
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
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P/L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L
P
/L
P
/L
P
/L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L
P
/L
P/L
P
/L
P
/L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P
/L
P
/L
P
/L
P
/
L
P
/L
P
/L
P/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
LM
LM
LM
LM
LM
T
S
1
T
S
4A
T
S
4A
T
S
4A
T
S
1
GP
GP
3
5
0
+
0
0
3
6
0
+
0
0
3
7
0
+
0
0
3
8
0
+
0
0
390+00
400+00
4
1
0
+
0
0
MP
7.5
X
X
W-A34
S-A121
S-A119
S-A120
S-A114
P-A11
MVP-ATWS-749
11,120 SQ FT
MVP-ATWS-011
15,393 SQ FT
MVP-ATWS-011A
23,924 SQ FT
X
X
X
LM
X
X
S-QR34
S-KL10
MP
6.5
MP
7.0
WETZEL COUNTY, WEST VIRGINIA
35
0+
06
M
AT
CH
L
IN
E
40
8+
05
M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
9
35
0+
06
M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
60
0-0
7
40
8+
05
M
AT
CH
L
IN
E
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-WE-037.03
WV-WE-027.02
WV-WE-037.02
WV-WE-045
WV-WE-045.01
WV-WE-045.02
WV-WE-037.03
WV-WE-044
MVP-WE-014
MVP-WE-014
MVP-WE-015
MVP-WE-015
358+
23
WV-WE-037.02
53 LF
61 SLOPE
358+
76
1
1
5139'
350+
06
350+
06
408+
05
408+
05
369+
48
WV-WE-044
11 LF
11 SLOPE
369+
59
WV-WE-037.02
WV-WE-044
43 LF
44 SLOPE
370+
02
WV-WE-044
298 LF
315 SLOPE
373+
00
WV-WE-045.01
386+
39
388+
61
405+
45
WV-WE-045.02
261 LF
261 SLOPE
1247 LF
1267 SLOPE
1072 LF
1136 SLOPE
WV-WE-027.02
817 LF
885 SLOPE
WV-WE-027.02 WV-WE-037.02
WV-WE-037.02
WV-WE-045.01
WV-WE-045.02 WV-WE-037.03
S-A120
0' 100' 200' 400'0' 100' 200' 400'
W-A24
P-A11
S-A119
S-A121
350+
06
408+
05
353+
18
354+
65
364+
60
367+
38
393+
82
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-019 & 20
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-021
CAUTION! PIPELINE
CROSSING
CAUTION! PIPELINE
CROSSING
15940
25.0'
25.0'
62.5'
125.0'
12.5'
25.0'
25.0'
62.5'
125.0'
12.5'
1.13,6,15
1
TY
PE
4A
T
ES
T S
TA
TIO
N - S
IN
GLE
LIN
E F
OR
EIG
N X
IN
G
42"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
TY
PE
1 T
ES
T S
TA
TIO
N - P
IP
ELIN
E
W-A34
89 LF
S-A120
6 LF
S-A119
5 LF
MVP-WE-014.01
MVP-WE-014.01
MVP-ATWS-010
15,517 SQ FT
MVP-WE-014.02
BARN
402+
79
401+
08
WV-WE-037.03
171 LF
171 SLOPE
WV-WE-045.02
266 LF
267 SLOPE
WV-WE-045.02WV-WE-037.03
222 LF
232 SLOPE
WV-WE-045.02
WV-WE-037.03
1339 LF
1351 SLOPE
WV-WE-045.01
PROPOSED ANODE BED #1B(PE)
ROBERTS CORROSION SERVICE
DWG# MVP-CPGB-01B
PROPOSED ANODE
BED #1B(TWS)
PROPOSED
ANODE BED #1B
MVP-STR-028
MVP-ATWS-010A
1,350 SQ FT
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
LAUNCHER/RECEIVER SITES
MVP-QDAR-H600-04ACCESS ROAD DETAIL MAP
MVP-QDAR-H600-05ACCESS ROAD DETAIL MAP
1.1
MVP-STR-028
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
4
0
'
2
5
'
4
0
'
4
0
'
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
600 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
PED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
220 H
oover B
oulevard, S
uite 2
Holland, M
ichigan 49423-3766
T 616-392-5938
F 616-392-2116
26555 E
vergreen R
d. S
uite. 430
Southfield, M
ichigan 48076
T 248-827-7322 F
248-827-7549
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
3/11/15
.
.
08
-08
.
.
ST
A. 3
50
+0
6 T
O S
TA
. 4
08
+0
5
GR
AN
T D
IS
TR
IC
T,W
ET
ZE
L C
O.,W
.V
.
11/28/17 3:24 PM
.
.
.
.
REV. 6
FPCX-H600-019 FOREIGN PIPELINE X-ING PLAN
FPCX-H600-020
FPCX-H600-021
6
40'
1
567'
355+
18
355+
54
640
42"O
.D
. X
0.617"W
.T
., X
-70, F
BE
&
A
RO
2 3
FOREIGN PIPELINE X-ING PLAN
FOREIGN PIPELINE X-ING PLAN
P-W-H600-1204-01 CATHODIC PROTECTION
STANDARD DRAWING
MVP-CPGB-01B ROBERTS CORROSION
SERVICE DRAWING
HEAVY EQUIPMENT
CROSSING
HEAVY EQUIPMENT
CROSSING
2
40'
357+
88
358+
28
1
234'
240
42"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
T.O.Y.R.: NO CONSTRUCTION
WITHIN STREAMS S-A120 & S-A119
APRIL 1ST TO JUNE 30TH
TIME OF YEAR
RESTRICTION: SEE
TREE CLEARING PLAN
P
P
P
P
P
P
X
X
X
X
X
X
X
X
X
X
X
X
P
/
L
P
/
L
P
/
L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/
L
P
/L
P/L
P/L
P/L
P/L
P/L
P
/
L
P
/L
P
/L
P
/L
P
/L
P
/L
P
/
L
P
/
L
P/L
P/L
P
/L
P
/L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
R
/
W
R
/W
R
/W
R
/W
R/W
R/W
R
/W
R/W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/W
R
/W
R
/W
R/W
R/W
R
/W
R/W
R
/W
R
/W
R
/
W
R
/
W
LM
LM
LM
LM
LM
PWR
PWR
T
S
1
T
S
1
T
S
4A
T
S
4A
GP
GP
GP
GP
GP
GP
410+00
420+00
430+
00
440+
00
450+
00
4
6
0
+
0
0
MP
8.5
MP
8.0
P
P
P
MVP-ATWS-012A
7,111 SQ FT
S-J60
R/W
R/W
R/W
MVP-ATWS-012
7,454 SQ FT
LM
R/W
R/W
R/W
X
X
LM
WETZEL COUNTY, WEST VIRGINIA
40
8+
05
M
AT
CH
L
IN
E
464+
41 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
600-10
480
15267
408+
05 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
600-08
46
4+
41
M
AT
CH
L
IN
E
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-WE-045.02
WV-WE-037.03
WV-WE-045.02.1
WV-WE-045.03
WV-WE-047.01
WV-WE-047.01
416+
91
WV-WE-045.02
463 SLOPE
412+
67
1
1
2961'
408+
05
464+
41
408+
05
464+
41
172 SLOPE
418+
46
WV-WE-037.03
WV-WE-045.02.1
434 SLOPE
WV-WE-047.01
3695 SLOPE
WV-WE-037.03
424+
71
WV-WE-037.03
425+
01
CO
UN
TY
R
OU
TE
2
0/6
179 SLOPE 494 SLOPE
WV-WE-5833
399 SLOPE
BWE-R5
420+
06
428+
51
6,151
1
1737'
42"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
TY
PE
1 T
ES
T S
TA
TIO
N - P
IP
ELIN
E
42"O
.D
. X
0.740"W
.T
., X
-70, F
BE
&
A
RO
PLACE SAFETY FENCE
AROUND POWER POLE
MVP-WE-016
MVP-WE-016
S-J60
408+
05
464+
41
423+
90
423+
77
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-022
CAUTION! PIPELINE
CROSSING
CAUTION! PIPELINE
CROSSING
WV-WE-045.02.1
1
TY
PE
4A
T
ES
T S
TA
TIO
N - S
IN
GLE
LIN
E F
OR
EIG
N X
IN
G
CO RTE 20/6 -
SAMS RUN
14 LF
S-J60
BARN
MVP-STR-029
25.0'
25.0'
125.0'
12.5'
62.5'
25.0'
25.0'
125.0'
12.5'
62.5'
MVP-STR-029
MVP-STR-030
MVP-STR-032
MVP-STR-033
MVP-STR-031
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
LAUNCHER/RECEIVER SITES
MVP-STR-032
MVP-STR-033
MVP-STR-031
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
424+
68
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
60
0 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
PED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Holland, M
ichigan 49423-3766
T 6
16
-3
92
-5
93
8
F 6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
Southfield, M
ichigan 48076
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
3/11/15
.
.
09
-09
.
.
ST
A. 408+
05 T
O S
TA
. 464+
41
GR
AN
T D
IS
TR
IC
T,W
ET
ZE
L C
O.,W
.V
.
11/28/17 3:24 PM
.
.
.
.
REV. 6
FPCX-H600-023
FPCX-H600-022 FOREIGN PIPELINE X-ING PLAN
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-023
CO RTE 20/6 - SAMS RUN RD
SEE ROAD CROSSING
PERMIT(06-2016-0239)
06-2016-0239 ROAD CROSSING PERMIT
424+
71
425+
32
4
80'
430+
36
1
570'
435+
31
2
519'
462 LF 155 LF424 LF 3590 LF
30
L
F - 3
0 S
LO
PE
160 LF 465 LF 350 LF
2519
42"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
2 2
FOREIGN PIPELINE X-ING PLAN
P-W-H600-1204-01 CATHODIC PROTECTION
STANDARD DRAWING
RIV
ER
W
EIG
HT
S1
WV-WE-5833
BWE-R5
T.O.Y.R.: NO CONSTRUCTION
WITHIN STREAM S-J60
APRIL 1ST TO JUNE 30TH
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
2
P
/
L
P
/L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P
/L
P
/L
LM
LM
T
S
4A
T
S
1
4
6
0
+
0
0
4
7
0
+
0
0
4
8
0
+
0
0
490+
00
500+
00
MP
9.0
S-J56
S-J61
S-J57
S-J56
S-J55
MVP-ATWS-013
25,424 SQ FT
MVP-ATWS-690
32,498 SQ FT
WETZEL COUNTY, WEST VIRGINIA
46
4+
41
M
AT
CH
L
IN
E
496+
90 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-H
AW
V-H
600-01
13045
464+
41 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-W
EW
V-H
600-09
49
6+
90
M
AT
CH
L
IN
E
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-WE-047.01
WV-WE-047.03
W
V
-
W
E
-
0
4
7
.
0
2
MVP-WE-016
M
V
P
-
W
E
-
0
1
6
476+
70
WV-WE-047.03
161 LF
174 SLOPE
478+
31
1
1
826'
464+
41
464+
41
496+
90
496+
90
475+
64
WV-WE-047.02
106 LF
115 SLOPE
1123 LF
1222 SLOPE
WV-WE-047.01 WV-WE-047.02WV-WE-047.01
1859 LF
1896 SLOPE
WV-WE-047.03
S-J57
S-J61
S-J56
S-J56
464+
41
496+
90
CAUTION! PIPELINE
CROSSING
CAUTION! PIPELINE CROSSING
SEE CROSSING PLAN
FPCX-H600-024
S-J56
10 LF
COUNTY LINE
COUNTY LINE
496+
42
16,15
1
TY
PE
4A
T
ES
T S
TA
TIO
N - S
IN
GLE
LIN
E F
OR
EIG
N X
IN
G
42"O
.D
. X
0.617"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
TY
PE
1 T
ES
T S
TA
TIO
N - P
IP
ELIN
E
CULVERT
25.0'
25.0'
125.0'
12.5'
62.5'
25.0'
25.0'
125.0'
12.5'
62.5'
MVP-AR-H600-01 ACCESS ROADS, ANCILLARY
SITES, MAINLINE VALVES &
LAUNCHER/RECEIVER SITES
MVP-QDAR-H600-06ACCESS ROAD DETAIL MAP
HEAVY EQUIPMENT
CROSSING
HEAVY EQUIPMENT
CROSSING
HEAVY EQUIPMENT
CROSSING
HEAVY EQUIPMENT
CROSSING
315'
TIME OF YEAR RESTRICTION: NO CLEARING JUNE 1 - JULY 31
SEE TREE CLEARING PLAN FOR FURTHER DETAILS
2323
42"O
.D
. X
0.740"W
.T
., X
-70, F
US
IO
N B
ON
DE
D E
PO
XY
40'
25'
4
0
'
2
5
'
W-WX5
W-WX4
1
472+
52
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
EN
VIR
ON
ME
NT
AL
PIP
EL
IN
E A
LIG
NM
EN
T
MO
UN
TA
IN
V
AL
LE
Y P
RO
JE
CT
- H
60
0 L
IN
E
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 329
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
PA-WEWV-H600
MA
TE
RIA
L S
UM
MA
RY
RE
VIS
IO
NS
MK
. N
O.
QT
Y.
DE
SC
RIP
TIO
NR
EV
.D
AT
EB
YD
ES
CR
IP
TIO
N
AP
PR
OV
ED
FO
R B
ID
DIN
G
AP
PR
OV
ED
F
OR
CO
NS
TR
UC
TIO
N
RE
V.
BY
DA
TE
DE
SIG
N
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
RE
V.
BY
DA
TE
AP
PR
OV
ED
FO
R F
ER
C
RE
V.
BY
DA
TE
AE
RIA
L P
HO
TO
GR
AP
HY
D
AT
E: A
PR
IL
2015 &
JA
NU
AR
Y 2016
0R
RR
10
-1
5-1
5
CONSTRUCTION METHOD
3R
RR
09
-0
3-1
6
CONSTRUCTION
EXCLUSION
6JJS
11
-2
7-1
7
HE
I1
0-1
5-1
5R
EV
. 4
.0
.0
IS
SU
ED
T
O F
ER
C
REFERENCE DRAWINGS
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
0
Mo
un
tain
V
alley
ISSUED FOR CONSTRUCTION
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
LEGEND
EXISTING PIPELINE
PROPOSED 42"PIPELINE
WORK SPACE LIMITS
TEMPORARY ACCESS RD
PERMANENT ACCESS RD
PROPERTY LINE
OVERHEAD POWER
P/L
OVERHEAD TELEPHONE
P
DELINEATED STREAM
T
C/L ROAD
C/L RAILROAD
DELINEATED WETLAND
PI SYMBOL
POWER/TELE POLE
GUY ANCHOR
GAS VALVETANK
WELL - GAS/OIL/WATER/
MONITORING
POST - GATE/FENCE
ELEC/GAS/WTR METER
TELPWR
TANK
GW
CATCH BASIN - CULVERT
WW
FENCE LINE
X
ANCILLARY SITE
OW
TREE
PROPOSED TEST STATION
ROAD RIGHT-OF-WAY
R/W
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
PED TEP FOP TVP
NON-SURVEYED C/L
500' TICK MARK
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
PERMANENT EASEMENT
STUDY CORRIDOR
BARRICADE FENCE
COUNTY LINE
LIMITS OF DISTURBANCE
1H
EI
01
-1
1-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.1
2H
EI
04
-1
4-1
6F
ER
C D
AT
A R
EQ
UE
ST
N
o.2
3H
EI
09
-0
3-1
6R
EV
. 4
.1
.1
3 IS
SU
ED
F
OR
B
ID
4R
RR
10
-1
4-1
6
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Holland, M
ichigan 49423-3766
T 6
16
-3
92
-5
93
8
F 6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
Southfield, M
ichigan 48076
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.h
olla
nd
en
gin
ee
rin
g.co
m
4H
EI
10
-1
4-1
6O
CT
OB
ER
2
01
6 P
RO
PO
SE
D R
OU
TE
- IS
SU
ED
T
O F
ER
C
5H
EI
11
-1
1-1
6R
EM
OV
E E
QU
AT
IO
NS
PROFILE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W WORKING SIDE RIGHT
1.1 - TYPICAL R/W WORKING SIDE LEFT
2 - TOPSOIL SEGREGATED R/W WORKING
SIDE RIGHT
2.1 - TOPSOIL SEGREGATED R/W WORKING
SIDE LEFT
3 - TYPICAL WETLAND X-ING
4 - ROAD X-ING - BORE
5 - RAILROAD X-ING - BORE
6 - WATERBODY X-ING OPEN CUT - FLUME
7 - PARALLEL TO POWER LINE
8 - RIDGE CONSTRUCTION
10 - HDD ENTRY PLAN
11 - HDD EXIT PLAN
12 - HDD CONSTRUCTION
13 - PARALLEL TO POWER LINE
14 - PARALLEL TO POWER LINE
15 - WATERBODY X-ING OPEN CUT -
DRY/DAM & PUMP
33 - SIDE HILL CONSTRUCTION
34 - 2-TONE SIDE HILL CONSTRUCTION
53 - REDUCED CONSTRUCTION R/W
WITH TOPSOIL SEGREGATION
54 - REDUCED CONSTRUCTION R/W FOR
NON-WETLAND OR STREAM REASONS
6JJS
11
-2
7-1
7
6H
EI
11
-2
7-1
7IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
3/11/15
.
.
10
-10
.
.
ST
A. 464+
41 T
O S
TA
. 496+
90
GR
AN
T D
IS
TR
IC
T,W
ET
ZE
L C
O.,W
.V
.
11/28/17 3:24 PM
.
.
.
.
REV. 6
FPCX-H600-024 FOREIGN PIPELINE X-ING PLAN
473+
16
40'
6
473+
48
483+
09
857'
1
481+
48
163'
2
640
42"O
.D
. X
0.617"W
.T
., X
-70, F
BE
&
A
RO
(C
LA
SS
1 A
RO
)
1 1
RIV
ER
W
EIG
HT
S1
P-W-H600-1204-01 CATHODIC PROTECTION
STANDARD DRAWING
HEAVY EQUIPMENT
CROSSING
HEAVY EQUIPMENT
CROSSING
HEAVY EQUIPMENT
CROSSING
467+
56
40'
2
467+
96
472+
76
40'
2
549'
1
484+
03
40'
2
484+
43
492+
45
40'
2
492+
85
1
94'
1
405'
T.O.Y.R.: NO CONSTRUCTION
WITHIN STREAM S-J56
APRIL 1ST TO JUNE 30TH
TIME OF YEAR RESTRICTION:
SEE TREE CLEARING PLAN