RIGHT-OF-WAY & 26555 Evergreen Rd. Suite. …preservethenrv.com/filing/Braxton_Cty_Align2.pdf ·...
8
P P P P P P P TC TC X X X X X R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 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/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L 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 PWR PWR PWR PWR PWR PWR PWR PWR 3850+00 3860+00 3870+00 3880+00 3890+00 3900+00 BRAXTON COUNTY, WEST VIRGINIA 3847+66 MATCH LINE 40 5319 220 Hoover Boulevard, Suite 2 Holland, Michigan 49423-3766 616-392-5938 616-392-2116 26555 Evergreen Rd. Suite. 430 Southfield, Michigan 48076 T 248-827-7322 F 248-827-7549 www.hollandengineering.com 3847+66 MATCH LINE - SEE SHEET PA-BRWV-H600-08 3899+15 MATCH LINE RIGHT-OF-WAY & OWNERSHIP DATA PLAN VIEW WORK SPACE DRAWN BY: HEI(DRF) DRAFTING CK: ENGINEERING CK: DRAWING NO.: DATE OF PLOT: SHEET OF 326 HORZ. SCALE: 1" = 200' AFE/P.O.NO.: HEI PROJECT NO.: 14-10-052 REV. PA-BRWV-H600 0' 100' 200' 400' PIPE / COATING CLASS LOCATION / HCA WETLAND / STREAM . . SLOPE DISTANCE CONSTRUCTION CK: ENVIRONMENTAL CK: PROFILE CONSTRUCTION METHOD CONSTRUCTION EXCLUSION LEGEND DRAWING NO. DESCRIPTION HORIZONTAL STATIONING REV 4.0.0 - ISSUED TO FERC PI SYMBOL POWER/TELE POLE GUY ANCHOR GAS VALVE TANK WELL - GAS/OIL/WATER/ MONITORING POST - GATE/FENCE ELEC/GAS/WTR METER TEL PWR TANK GW CATCH BASIN - CULVERT WW OW TREE PROPOSED TEST STATION ABOVE GROUND FACILITY LINE MARKER - VENT PIPE GP ADDITIONAL TEMPORARY WORK SPACE(ATWS) WM GM EM T S # LM PEDESTAL - UTILITY EP FOP TVP MNW WELL FP POST TOWER LEG TWR SIGN MH - SANITARY/WATER SAMH WMH MAILBOX MB 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 FENCE LINE X ANCILLARY SITE ROAD RIGHT-OF-WAY R/W NON-SURVEYED C/L 500' TICK MARK PERMANENT EASEMENT STUDY CORRIDOR BARRACADE FENCE COUNTY LINE CONSTRUCTION METHOD KEY 1 - TYPICAL R/W CONFIGURATION 2 - TYPICAL R/W CONFIGURATION 3 - TYPICAL "SKINNEY" FOR WATER BODY 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - PERMANENT EASEMENT TEMPORARY WORK SPACE(TWS) ADD. TEMPORARY WORK SPACE(ATWS) EXISTING PIPELINE PROPOSED PIPELINE ACCESS ROAD TEMPORARY WORK SPACE 02/17/15 . . 83 0 -09 . . STA. 3847+66 TO STA. 3899+15 SALT LICK DIST., BRAXTON CO.,W.V. 10/16/15 8:55 AM . . . . 3899+15 MATCH LINE - SEE SHEET PA-BRWV-H600-10 WV-BR-026 MP 74.0 PROPOSED 42" H600 MOUNTAIN VALLEY PIPELINE WV-BR-030 WV-BR-031 MP 73.5 WV-BR-028 WV-BR-026 144 LF 146 SLOPE 3849+44 3895+51 WV-BR-034 23 LF 26 SLOPE WV-BR-033 WV-BR-035 3872+48 COUNTY ROUTE 24 3872+79 31 LF - 32 SLOPE 1 2529' 1 3872+43 3872+83 4 40' 3847+66 3899+15 WV-BR-035 73 LF 73 SLOPE 3898+42 WV-BR-035 WV-BR-034 268 LF 301 SLOPE 3895+74 WV-BR-034 645 LF 674 SLOPE 3888+44 WV-BR-033 766 LF 800 SLOPE 3880+78 WV-BBR-5 799 LF 813 SLOPE WV-BR-031 909 LF 948 SLOPE 3863+39 WV-BR-026 626 LF 629 SLOPE 3855+70 WV-BR-031 495 LF 525 SLOPE WV-BR-031 WV-BR-030 83 LF 90 SLOPE 3862+56 WV-BR-030 140 LF 144 SLOPE 3861+16 WV-BR-031 WV-BR-030 51 LF 53 SLOPE 3860+65 WV-BR-033 WV-BR-034 62 LF 70 SLOPE 3894+89 WV-BR-026 34 LF 35 SLOPE 3848+00 WV-BR-028 WV-BBR-5 WV-BR-033 WV-BR-034 WV-BR-035 3847+66 3899+15 1 2710' R/W R/W R/W R/W MVP-BR-100 MVP-BR-098 MVP-BR-100 MVP-BR-098 MVP-BR-099 MVP-BR-099 SITE SPECIFIC CONSTRUCTION PLAN TO BE DEVELOPED FOR THIS AREA PLACE SAFETY FENCE AROUND POWER POLE PLACE SAFETY FENCE AROUND POWER POLE S-K34 W-K24 S-K37 S-K33 S-K35 S-H124 S-H123 S-H125 W-H90 W-H91 S-H126 S-K36 12.5' 25.0' 125.0' 25.0' 62.5' 12.5' 25.0' 125.0' 25.0' 62.5' CAUTION! PIPELINE CROSSING CAUTION! PIPELINE CROSSING CO RTE 24 CO RTE 24 S-K34 5 LF S-K33 2 LF S-H123 6 LF S-H123 6 LF W-H90 30 LF 3852+49 3853+79 3854+17 3854+17 3859+98 3861+45 3864+72 3867+84 3871+80 3872+52 3863+68 3867+61 3872+82 3876+76 3889+13 3892+30 3871+92 3872+75 3873+13 3875+66 3876+10 3877+34 1 3 1 1 3 1 3 NOTE: PLACE MATS OVER STREAM DURING CONSTRUCTION ACTIVITY S-H123 S-H124 S-H126 S-H125 S-H122 W-H91 S-K37 S-K36 S-K34 S-K33 W-K24 S-K35 MVP-ATWS-907 23,455 SQ FT MVP-ATWS-906 6,839 SQ FT MVP-ATWS-905 7,955 SQ FT MVP-ATWS-114A 7,498 SQ FT MVP-ATWS-116 40,055 SQ FT MVP-ATWS-115 6,281 SQ FT MVP-ATWS-116A 15,842 SQ FT MVP-ATWS-441 2,556 SQ FT MVP-ATWS-441A 2,874 SQ FT MVP-ATWS-608 21,590 SQ FT MVP-ATWS-114 126,800 SQ FT MVP-ATWS-608A 29,929 SQ FT MVP-ATWS-608B 12,765 SQ FT TYPE 4 TEST STATION - FOREIGN CROSSING 1 42"O.D. X 0.617"W.T., X-70, FUSION BONDED EPOXY TYPE 1 TEST STATION - PIPELINE 4 42"O.D. X 0.740"W.T., X-70, FBE & ARO P P W-H90 S-H124 2 LF
Transcript of RIGHT-OF-WAY & 26555 Evergreen Rd. Suite. …preservethenrv.com/filing/Braxton_Cty_Align2.pdf ·...
P
P
P
P
P
P
P
TC
T
C
X
X
X
X
X
R
/W
R/W
R
/
W
R
/
W
R
/W
R/W
R
/
W
R
/W
R/W
R
/
W
R
/
W
R
/W
R
/
W
R
/
W
R
/W
R/W
R
/W
R
/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/W
R
/W
R
/
W
R
/
W
R
/
WP
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
PWR
PWR
PWR
PWR
PWR
PWR
PWR
PWR
3
8
5
0
+
0
0
3860+00
3870+
00
3
8
8
0
+
0
0
3
8
9
0
+
0
0
3900+
00
BRAXTON COUNTY, WEST VIRGINIA
38
47
+6
6 M
AT
CH
L
IN
E
40
5319
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Ho
lla
nd
, M
ich
ig
an
4
94
23
-3
76
6
6
16
-3
92
-5
93
8
6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
So
uth
fie
ld
, M
ich
ig
an
4
80
76
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.hollandengineering.com
3847+
66 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
600-08
38
99
+1
5 M
AT
CH
L
IN
E
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 326
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
REV.
PA-BRWV-H600
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
PROFILE
CONSTRUCTION METHOD
CONSTRUCTION
EXCLUSION
LEGEND
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
REV 4.0.0 - ISSUED TO FERC
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
WWOW
TREE
PROPOSED TEST STATION
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
FOP TVP
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
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
FENCE LINE
X
ANCILLARY SITE
ROAD RIGHT-OF-WAY
R/W
NON-SURVEYED C/L
500' TICK MARK
PERMANENT EASEMENT
STUDY CORRIDOR
BARRACADE FENCE
COUNTY LINE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W CONFIGURATION
2 - TYPICAL R/W CONFIGURATION
3 - TYPICAL "SKINNEY" FOR WATER BODY
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
02/17/15
.
.
83 0
-09
.
.
ST
A. 3847+
66 T
O S
TA
. 3899+
15
SA
LT
L
IC
K D
IS
T., B
RA
XT
ON
C
O.,W
.V
.
10/16/15 8:55 AM
.
.
.
.
3899+
15 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
600-10
WV-BR-026
MP
74.0
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-BR-030
WV-BR-031
MP
73.5
WV-BR-028
WV-BR-026
144 LF
146 SLOPE
3849+
44
3895+
51
WV-BR-034
23 LF
26 SLOPE
WV-BR-033
WV-BR-035
3872+
48
CO
UN
TY
R
OU
TE
2
4
3872+
79
31
L
F - 3
2 S
LO
PE
1
2529'
1
3872+
43
3872+
83
4
40'
3847+
66
3899+
15
WV-BR-035
73 LF
73 SLOPE
3898+
42WV-BR-035
WV-BR-034
268 LF
301 SLOPE
3895+
74
WV-BR-034
645 LF
674 SLOPE
3888+
44
WV-BR-033
766 LF
800 SLOPE
3880+
78
WV-BBR-5
799 LF
813 SLOPE
WV-BR-031
909 LF
948 SLOPE
3863+
39
WV-BR-026
626 LF
629 SLOPE
3855+
70
WV-BR-031
495 LF
525 SLOPE
WV-BR-031
WV-BR-030
83 LF
90 SLOPE
3862+
56
WV-BR-030
140 LF
144 SLOPE
3861+
16WV-BR-031
WV-BR-030
51 LF
53 SLOPE
3860+
65 WV-BR-033
WV-BR-034
62 LF
70 SLOPE
3894+
89
WV-BR-026
34 LF
35 SLOPE
3848+
00
WV-BR-028
WV-BBR-5
WV-BR-033
WV-BR-034
WV-BR-035
3847+
66
3899+
15
1
2710'
R
/
W
R
/W
R
/
W
R
/W
MVP-BR-100
MVP-BR-098
MVP-BR-100
MVP-BR-098
MVP-BR-099
MVP-BR-099
SITE SPECIFIC
CONSTRUCTION PLAN
TO BE DEVELOPED
FOR THIS AREA
PLACE SAFETY FENCE
AROUND POWER POLE
PLACE SAFETY FENCE
AROUND POWER POLE
S-K34
W-K24
S-K37
S-K33
S-K35
S-H124
S-H123
S-H125
W-H90
W-H91
S-H126
S-K36
12.5'
25.0'
125.0'
25.0'
62.5'
12.5'
25.0'
125.0'
25.0'
62.5'
CAUTION!
PIPELINE
CROSSING
CAUTION!
PIPELINE
CROSSING
CO RTE 24
CO RTE 24
S-K34
5 LF
S-K33
2 LF
S-H123
6 LF
S-H123
6 LF
W-H90
30 LF
3852+
49
3853+
79
3854+
17
3854+
17
3859+
98
3861+
45
3864+
72
3867+
84
3871+
80
3872+
52
3863+
68
3867+
61
3872+
82
3876+
76
3889+
13
3892+
30
3871+
92
3872+
75
3873+
13
3875+
66
3876+
10
3877+
34
1 3 1131 3
NOTE: PLACE MATS
OVER STREAM DURING
CONSTRUCTION ACTIVITY
S-H123
S-H124
S-H126
S-H125
S-H122
W-H91
S-K37
S-K36
S-K34
S-K33
W-K24
S-K35
MVP-ATWS-907
23,455 SQ FT
MVP-ATWS-906
6,839 SQ FT
MVP-ATWS-905
7,955 SQ FT
MVP-ATWS-114A
7,498 SQ FT
MVP-ATWS-116
40,055 SQ FT
MVP-ATWS-115
6,281 SQ FT
MVP-ATWS-116A
15,842 SQ FT
MVP-ATWS-441
2,556 SQ FT
MVP-ATWS-441A
2,874 SQ FT
MVP-ATWS-608
21,590 SQ FT
MVP-ATWS-114
126,800 SQ FT
MVP-ATWS-608A
29,929 SQ FT
MVP-ATWS-608B
12,765 SQ FT
TY
PE
4 T
ES
T S
TA
TIO
N - F
OR
EIG
N C
RO
SS
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
P
P
W-H90
S-H124
2 LF
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/L
P
/L
P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P/L
P
/L
P/L
P
/
L
P
/
L
P/L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P/L
P/L
P
/
L
3
9
0
0
+
0
0
3
9
1
0
+
0
0
3
9
2
0
+
0
0
3
9
3
0
+
0
0
3
9
4
0
+
0
0
3
9
5
0
+
0
0
3
9
6
0
+
0
0
BRAXTON COUNTY, WEST VIRGINIA
38
99
+1
5 M
AT
CH
L
IN
E
5992
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Ho
lla
nd
, M
ich
ig
an
4
94
23
-3
76
6
6
16
-3
92
-5
93
8
6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
So
uth
fie
ld
, M
ich
ig
an
4
80
76
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.hollandengineering.com
3899+
15 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
600-09
39
57
+1
5 M
AT
CH
L
IN
E
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 326
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
REV.
PA-BRWV-H600
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
PROFILE
CONSTRUCTION METHOD
CONSTRUCTION
EXCLUSION
LEGEND
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
REV 4.0.0 - ISSUED TO FERC
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
WWOW
TREE
PROPOSED TEST STATION
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
FOP TVP
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
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
FENCE LINE
X
ANCILLARY SITE
ROAD RIGHT-OF-WAY
R/W
NON-SURVEYED C/L
500' TICK MARK
PERMANENT EASEMENT
STUDY CORRIDOR
BARRACADE FENCE
COUNTY LINE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W CONFIGURATION
2 - TYPICAL R/W CONFIGURATION
3 - TYPICAL "SKINNEY" FOR WATER BODY
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
02/17/15
.
.
84 0
-10
.
.
ST
A. 3899+
15 T
O S
TA
. 3957+
15
SA
LT
L
IC
K D
IS
T., B
RA
XT
ON
C
O.,W
.V
.
10/16/15 8:55 AM
.
.
.
.
3957+
15 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
600-11
WV-BR-035
WV-BR-036
WV-BR-037
WV-BR-038
MP
74.5
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
MP
75.0
WV-BR-035
870 LF
874 SLOPE
3899+
15
1
5972'
1
3899+
15
WV-BR-036
735 LF
753 SLOPE
3909+
65
WV-BR-037
1617 LF
1686 SLOPE
3917+
00WV-BR-035
WV-BR-036
180 LF
180 SLOPE
3907+
85
LITTLE KANAWHA
97 LF
97 SLOPE
3933+
37
WV-BR-038
2281 LF
2372 SLOPE
3934+
34
3957+
15
RIVER
3957+
15
MVP-BR-101
MVP-BR-103
MVP-BR-101
MVP-BR-103
MVP-BR-103S-H127
S-H128
S-L50
S-H132
S-L49
W-H94
S-H132
S-H131
S-H129
S-H130
3928+
27 B
AC
K =
3928+
47 A
HE
AD
EQ
UA
TIO
N;
12.5'
25.0'
125.0'
25.0'
62.5'
12.5'
25.0'
125.0'
25.0'
62.5'
GREGORY ROAD
GREGORY ROAD
GREGORY ROAD
GREGORY ROAD
S-H127
4 LF
S-H132
114 LF
S-H129
3 LF
S-H131
2 LF
3910+
53
3910+
85
3911+
26
3911+
97
3931+
32
3932+
17
3934+
92
3936+
77
3953+
55
3954+
16
1 3 1 3 2 3 2 1
EQUATION:
3928+27 BACK =
3928+47 AHEAD
S-H127
S-H131
S-H129
S-H130
S-H128
W-H92
W-H93
W-H94
S-L50
S-H132
S-L49
S-H132
MVP-ATWS-911
3,260 SQ FT
MVP-ATWS-910
4,715 SQ FT
MVP-ATWS-909
1,808 SQ FT
MVP-ATWS-908
8,782 SQ FT
MVP-ATWS-912
3,973 SQ FT
MVP-ATWS-117
29,059 SQ FT
MVP-ATWS-119
119,417 SQ FT
MVP-ATWS-120
29,030 SQ FT
MVP-ATWS-117A
13,590 SQ FT
MVP-ATWS-118A
1,003 SQ FT
MVP-ATWS-118
4,726 SQ FT
TY
PE
4 T
ES
T S
TA
TIO
N - F
OR
EIG
N C
RO
SS
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
S-H129
S-H130
2 LF
S-L49
8 LF
S-L50
1 LF
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
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
3
9
5
0
+
0
0
3
9
6
0
+
0
0
3970+
00
3980+
00
3
9
9
0
+
0
0
4
0
0
0
+
0
0
4
0
1
0
+
0
0
4
0
2
0
+
0
0
BRAXTON COUNTY, WEST VIRGINIA
39
57
+1
5 M
AT
CH
L
IN
E
5850
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Ho
lla
nd
, M
ich
ig
an
4
94
23
-3
76
6
6
16
-3
92
-5
93
8
6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
So
uth
fie
ld
, M
ich
ig
an
4
80
76
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.hollandengineering.com
3957+
15 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
600-10
40
15
+1
5 M
AT
CH
L
IN
E
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 326
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
REV.
PA-BRWV-H600
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
PROFILE
CONSTRUCTION METHOD
CONSTRUCTION
EXCLUSION
LEGEND
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
REV 4.0.0 - ISSUED TO FERC
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
WWOW
TREE
PROPOSED TEST STATION
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
FOP TVP
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
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
FENCE LINE
X
ANCILLARY SITE
ROAD RIGHT-OF-WAY
R/W
NON-SURVEYED C/L
500' TICK MARK
PERMANENT EASEMENT
STUDY CORRIDOR
BARRACADE FENCE
COUNTY LINE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W CONFIGURATION
2 - TYPICAL R/W CONFIGURATION
3 - TYPICAL "SKINNEY" FOR WATER BODY
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
02/17/15
.
.
85 0
-11
.
.
ST
A. 3957+
15 T
O S
TA
. 4015+
15
SA
LT
L
IC
K D
IS
T., B
RA
XT
ON
C
O.,W
.V
.
10/16/15 8:56 AM
.
.
.
.
4015+
15 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
600-12
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-BR-038
WV-BR-039
WV-BR-040
WV-BR-041
WV-BR-042
WV-BR-044
WV-BR-046.01
WV-BR-046
WV-BR-038
MP
75.5
MP
76.0
PROPOSED MOMENTUM PIPELINE
WV-BR-043
WV-BR-039
WV-BR-038
317 LF
318 SLOPE
3959+
73
3962+
90
WV-BR-038
258 LF
259 SLOPE
3957+
15
1
5850'
1
3957+
15
3992+
50
WV-BR-042
24 LF
24 SLOPE
WV-BR-043
WV-BR-041
3992+
74
WV-BR-042
40 LF
40 SLOPE
WV-BR-043
WV-BR-044
3993+
14 WV-BR-043
WV-BR-044
127 LF
127 SLOPE
3994+
41
WV-BR-044
24 LF
25 SLOPE
WV-BR-043
WV-BR-038
3994+
65
4015+
15
WV-BR-046.01
64 LF
64 SLOPE
4014+
51
4011+
16 WV-BR-046.01
WV-BR-044
335 LF
339 SLOPE
4007+
11 WV-BR-046
WV-BR-044
405 LF
410 SLOPE
WV-BR-038
WV-BR-044
1246 LF
1262 SLOPE
WV-BR-041
185 LF
189 SLOPE
3989+
24
3985+
07 WV-BR-043
WV-BR-041
417 LF
419 SLOPE
3980+
88 WV-BR-040
WV-BR-041
149 LF
149 SLOPE
WV-BR-041
270 LF
271 SLOPE
3982+
37
WV-BR-040
666 LF
674 SLOPE
3974+
22
3972+
16 WV-BR-039
WV-BR-038
206 LF
207 SLOPE
WV-BR-039
926 LF
932 SLOPE
3991+
09 WV-BR-041
WV-BR-042
141 LF
141 SLOPE
4015+
15
MVP-BR-104
MVP-BR-104
12.5'
25.0'
125.0'
25.0'
62.5'
12.5'
25.0'
125.0'
25.0'
62.5'
PROPOSED MOMENTUM PIPELINE
PROPOSED MOMENTUM PIPELINE
4006+
63
4007+
45
4007+
55
4009+
74
1
MVP-ATWS-122
50,385 SQ FT
MVP-ATWS-122A
273,578 SQ FT
TY
PE
4 T
ES
T S
TA
TIO
N - F
OR
EIG
N C
RO
SS
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
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
4
0
2
0
+
0
0
4030+00
4040+
00
4
0
5
0
+
0
0
4
0
6
0
+
0
0
BRAXTON COUNTY, WEST VIRGINIA
40
15
+1
5 M
AT
CH
L
IN
E
4409
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Ho
lla
nd
, M
ich
ig
an
4
94
23
-3
76
6
6
16
-3
92
-5
93
8
6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
So
uth
fie
ld
, M
ich
ig
an
4
80
76
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.hollandengineering.com
4015+
15 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
600-11
40
57
+2
0 M
AT
CH
L
IN
E
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 326
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
REV.
PA-BRWV-H600
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
PROFILE
CONSTRUCTION METHOD
CONSTRUCTION
EXCLUSION
LEGEND
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
REV 4.0.0 - ISSUED TO FERC
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
WWOW
TREE
PROPOSED TEST STATION
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
FOP TVP
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
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
FENCE LINE
X
ANCILLARY SITE
ROAD RIGHT-OF-WAY
R/W
NON-SURVEYED C/L
500' TICK MARK
PERMANENT EASEMENT
STUDY CORRIDOR
BARRACADE FENCE
COUNTY LINE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W CONFIGURATION
2 - TYPICAL R/W CONFIGURATION
3 - TYPICAL "SKINNEY" FOR WATER BODY
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
02/17/15
.
.
86 0
-12
.
.
ST
A. 4015+
15 T
O S
TA
. 4057+
20
SA
LT
L
IC
K D
IS
T., B
RA
XT
ON
C
O.,W
.V
.
10/16/15 8:56 AM
.
.
.
.
4057+
20 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
600-13
WV-BR-046.01
WV-BR-046.02
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
PROPOSED MOMENTUM PIPELINE
WV-BR-046.02
WV-BR-046.01
166 LF
188 SLOPE
4030+
47
4032+
13
WV-BR-046.01
1532 LF
1592 SLOPE
4015+
15
1
4409'
1
4015+
15 WV-BR-046.03
WV-BR-046.02
37 LF
37 SLOPE
4056+
83
4057+
20
WV-BR-046.02
2470 LF
2592 SLOPE
WV-BR-046.03
4057+
20
MVP-BR-104.01
MVP-BR-104.01
7
6
.5
W-H89
S-H121
W-H88
S-H120
S-H117
S-H118
S-H119
MP
77.0
12.5'
25.0'
125.0'
25.0'
62.5'
12.5'
25.0'
125.0'
25.0'
62.5'
PROPOSED MOMENTUM PIPELINE
S-H117
16 LF
W-H89
22 LF
4020+
02
4026+
17
4036+
83
4039+
26
23231
W-H88
S-H119
S-H120
S-H118
W-H89
S-H117
S-H121
MVP-ATWS-123
48,410 SQ FT
MVP-ATWS-124
42,906 SQ FT
TY
PE
4 T
ES
T S
TA
TIO
N - F
OR
EIG
N C
RO
SS
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
END HYDROTEST SEGMENT 03B
BEGIN HYDROTEST SEGMENT 04A
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
P
P
P
X
P
P
R
/
W
R
/
W
R/W
R/W
R
/
W
R
/
W
R
/
W
R
/
W
R
/W
R/W
R
/
W
X
X
XX
X
X
R
/
W
R
/
W
R
/
WR
/
W
R
/
W
R
/
W
R
/
W
R
/
W
P/L
P/L
P/LP/L
P/LP/L
P/L
P
/L
P
/L
P
/L
P
/L
P
/L
P
/
L
P
/
L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P
/
L
P
/
L
P
/
L
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
PWR
PWR
P
W
R
P
W
R
PWR
L
M
L
M
4
0
6
0
+
0
0
4070+
00
4
0
8
0
+
0
0
4090+00
4100+00
4
1
1
0
+
0
0
4
1
2
0
+
0
0
BRAXTON COUNTY, WEST VIRGINIA
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Ho
lla
nd
, M
ich
ig
an
4
94
23
-3
76
6
6
16
-3
92
-5
93
8
6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
So
uth
fie
ld
, M
ich
ig
an
4
80
76
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.hollandengineering.com
40
57
+2
0 M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
60
0-1
2
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 326
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
REV.
PA-BRWV-H600
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
PROFILE
CONSTRUCTION METHOD
CONSTRUCTION
EXCLUSION
LEGEND
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
REV 4.0.0 - ISSUED TO FERC
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
WWOW
TREE
PROPOSED TEST STATION
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EPFOP TVP
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
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
FENCE LINE
X
ANCILLARY SITE
ROAD RIGHT-OF-WAY
R/W
NON-SURVEYED C/L
500' TICK MARK
PERMANENT EASEMENT
STUDY CORRIDOR
BARRACADE FENCE
COUNTY LINE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W CONFIGURATION
2 - TYPICAL R/W CONFIGURATION
3 - TYPICAL "SKINNEY" FOR WATER BODY
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
02/17/15
.
.
87 0
-13
.
.
ST
A. 4
05
7+
20
T
O S
TA
. 4
11
5+
20
SA
LT
L
IC
K D
IS
T., B
RA
XT
ON
C
O.,W
.V
.
10/16/15 3:51 PM
.
.
.
.
41
15
+2
0 M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
60
0-1
4
40
57
+2
0 M
AT
CH
L
IN
E
41
15
+2
0 M
AT
CH
L
IN
E
WV-BR-046.02
WV-BR-046.04
WV-BR-046.05
WV-BR-046.06
WV-BR-046.07
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-BR-046.03
WV-BR-046.02
789 LF
796 SLOPE
4068+
00
4065+
09
WV-BR-046.02
91 LF
93 SLOPE
WV-BR-046.03
COUNTY
4066+
00
4057+
20
1
850'
1
4065+
64
4066+
04
4
40'
4057+
20
WV-BR-046.03
4072+
51
WV-BR-046.02
451 LF
457 SLOPE
WV-BR-046.03
WV-BR-046.02
200 LF
201 SLOPE
4115+
20
4113+
90
WV-BR-046.08
130 LF
132 SLOPE
4104+
12
WV-BR-046.07
978 LF
1039 SLOPE
4100+
97
WV-BR-046.06
315 LF
331 SLOPE
4091+
47
WV-BR-046.05
950 LF
976 SLOPE
WV-BR-046.04
1896 LF
2034 SLOPE
ROUTE 24/5
WV-BR-046.08
4115+
20
1
5169'
MVP-BR-105
MVP-BR-105
MVP-BR-106
MVP-BR-106
AVOID SENSITIVE AREA
PROPOSED HARRIS
COMPRESSOR
STATION SITE
PROPOSED TCO WB
INTERCONNECT AREA
R
/W
R/W
R
/W
R/W
R
/W
R/W
R
/
W
R/W
S-AA15
AVOID SENSITIVE AREA
PROPOSED HARRIS
COMPRESSOR STATION SITE
S-L46
S-L43
125.0'
S-AA15
S-L44S-L45
S-AA12
MP
77.5
S-I54
40
MP
78.0
6019
25.0'
25.0'
62.5'
12.5'
62.5'
12.5'
CO RTE 24/5
25.0'
125.0'
25.0'
CAUTION!
PIPELINE
CROSSINGS
CAUTION!
PIPELINE
CROSSING
CO RTE 24
S-L46
15 LF
S-L44
10 LF
4078+
46
4079+
52
4060+
39
4061+
15
4092+
02
4097+
93
4101+
64
4104+
12
4082+
01
4084+
93
4095+
77
4096+
91
4097+
30
4098+
89
4101+
92
4104+
42
4105+
61
4107+
24
2 3 2 3 2
PROPOSED
MAIN LINE VALVE
MVP-MLV-09
S-AA15
S-AA15
S-AA13
S-AA14
S-AA12
S-BB15
P-AA1
WL-AA3
WL-AA4
S-I54
S-L46
S-L45
S-L43
S-L44
MVP-ATWS-131
36,115 SQ FT
MVP-ATWS-130
43,723 SQ FT
MVP-ATWS-129
31,689 SQ FT
MVP-ATWS-128
9,525 SQ FT
MVP-ATWS-126
1,949 SQ FT
MVP-ATWS-132A
21,607 SQ FT
MVP-ATWS-131A
22,124 SQ FT
MVP-ATWS-130B
41,535 SQ FT
MVP-ATWS-130A
22,649 SQ FT
END HYDROTEST SEGMENT 03B
BEGIN HYDROTEST SEGMENT 04A
TY
PE
4 T
ES
T S
TA
TIO
N - F
OR
EIG
N C
RO
SS
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
MVP-BR-105.01
MVP-BR-105.01
MVP-MLV-09
X
X
X
X
X
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
R
/
W
R
/W
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
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/L
P
/L
P
/
L
P
/
L
P
/L
P
/L
P
/
L
P/L
P/L
P/L
P/L
P/L
P/L
P
/
L
P
/
L
P
/L
P
/
L
P
/
L
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
PWR
PWR
4
1
1
0
+
0
0
4
1
2
0
+
0
0
4
1
3
0
+
0
0
4140+00
4
1
5
0
+
0
0
4160+
00
4
1
7
0
+
0
0
4
1
8
0
+
0
0
BRAXTON COUNTY, WEST VIRGINIA
80
5759
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Ho
lla
nd
, M
ich
ig
an
4
94
23
-3
76
6
6
16
-3
92
-5
93
8
6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
So
uth
fie
ld
, M
ich
ig
an
4
80
76
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.hollandengineering.com
41
15
+2
0 M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
60
0-1
3
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 326
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
REV.
PA-BRWV-H600
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
PROFILE
CONSTRUCTION METHOD
CONSTRUCTION
EXCLUSION
LEGEND
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
REV 4.0.0 - ISSUED TO FERC
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
WWOW
TREE
PROPOSED TEST STATION
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EPFOP TVP
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
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
FENCE LINE
X
ANCILLARY SITE
ROAD RIGHT-OF-WAY
R/W
NON-SURVEYED C/L
500' TICK MARK
PERMANENT EASEMENT
STUDY CORRIDOR
BARRACADE FENCE
COUNTY LINE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W CONFIGURATION
2 - TYPICAL R/W CONFIGURATION
3 - TYPICAL "SKINNEY" FOR WATER BODY
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
02/17/15
.
.
88 0
-14
.
.
ST
A. 4
11
5+
20
T
O S
TA
. 4
17
3+
06
10/16/15 10:02 AM
.
.
.
.
41
73
+0
6 M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
60
0-1
5
41
15
+2
0 M
AT
CH
L
IN
E
41
73
+0
6 M
AT
CH
L
IN
E
WV-BR-046.15
WV-BR-046.09
WV-BR-046.10
WV-BR-046.09
WV-BR-046.11
WV-BR-046.12
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
WV-BR-046-10.1
WV-BR-046.08
MP
78.5
MP
79.0
WV-BR-046.08
COUNTY
19 LF
19 SLOPE
4118+
84
4119+
03
WV-BR-046.09
177 LF
178 SLOPE
WV-BR-046.08
4120+
80
WV-BR-046.08
364 LF
371 SLOPE
4115+
20
1
456'
1
4119+
71
4120+
51
4
80'
4115+
20
WV-BR-046.09
30 LF
30 SLOPE
4121+
10 WV-BR-046.10
WV-BR-046.09
552 LF
556 SLOPE
4121+
67
4127+
19
WV-BR-046.09
57 LF
57 SLOPE
WV-BR-046.10
WV-BR-046.10.1
108 LF
109 SLOPE
4128+
27
WV-BR-046.09
849 LF
857 SLOPE
4136+
76
WV-BR-046.11
688 LF
693 SLOPE
4143+
64
WV-BR-046.12
1195 LF
1198 SLOPE
4155+
59 WV-BR-046.15
WV-BR-046.12
477 LF
481 SLOPE
4160+
36
WV-BR-046.13
62 LF
64 SLOPE
WV-BR-046.15
WV-BR-046.12
4160+
98 WV-BR-046.15
WV-BR-046.13
306 LF
308 SLOPE
4164+
04 WV-BR-046.15
WV-BR-046.14
902 LF
918 SLOPE
4173+
06
ROUTE 23
COUNTY
ROUTE 23
COUNTY
ROUTE 23
WV-BR-046.13
WV-BR-046.14
1
5303'
4173+
06
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
PLACE SAFETY FENCE
AROUND FACILITIES
S-I53
12.5'
25.0'
125.0'
25.0'
62.5'
12.5'
25.0'
125.0'
25.0'
62.5'
CO RTE 23
CO RTE 23
4116+
90
4118+
84
4121+
10
4122+
44
4173+
04
4173+
06
2
S-I53
W-I11
MVP-ATWS-133
39,170 SQ FT
MVP-ATWS-134
19,473 SQ FT
TY
PE
4 T
ES
T S
TA
TIO
N - F
OR
EIG
N C
RO
SS
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
P
P
P
P
S-I53
4 LF
W-I11
31 LF
M
V
P
-A
T
W
S
-4
4
25
1
,6
9
6
S
Q
F
T
2074
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Ho
lla
nd
, M
ich
ig
an
4
94
23
-3
76
6
6
16
-3
92
-5
93
8
6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
So
uth
fie
ld
, M
ich
ig
an
4
80
76
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.hollandengineering.com
41
73
+0
6 M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
60
0-1
4
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 326
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
REV.
PA-BRWV-H600
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
PROFILE
CONSTRUCTION METHOD
CONSTRUCTION
EXCLUSION
LEGEND
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
REV 4.0.0 - ISSUED TO FERC
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
WWOW
TREE
PROPOSED TEST STATION
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EPFOP TVP
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
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
FENCE LINE
X
ANCILLARY SITE
ROAD RIGHT-OF-WAY
R/W
NON-SURVEYED C/L
500' TICK MARK
PERMANENT EASEMENT
STUDY CORRIDOR
BARRACADE FENCE
COUNTY LINE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W CONFIGURATION
2 - TYPICAL R/W CONFIGURATION
3 - TYPICAL "SKINNEY" FOR WATER BODY
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
02/17/15
.
.
89 0
-15
.
.
ST
A. 4
17
3+
06
T
O S
TA
. 4
19
2+
50
HO
LL
Y D
IS
T., B
RA
XT
ON
C
O.,W
.V
.
10/16/15 10:03 AM
.
.
.
.
41
92
+5
0 M
AT
CH
L
IN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
60
0-1
6
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
41
73
+0
6 M
AT
CH
L
IN
E
41
92
+5
0 M
AT
CH
L
IN
E
WV-BR-046.15
WV-BR-046.14
WV-BR-046.16
BRAXTON COUNTY, WEST VIRGINIA
WV-BR-046.15
WV-BR-046.14
313 LF
315 SLOPE
4177+
78
4176+
19
4192+
50
WV-BR-046.15
159 LF
159 SLOPE
4173+
06
1
2074'
1
4173+
06
WV-BR-046.14
549 LF
621 SLOPE
4185+
34WV-BR-046.15
WV-BR-046.14
756 LF
807 SLOPE
4190+
83
WV-BR-046.16
167 LF
172 SLOPE
4192+
50
S-I57
12.5'
25.0'
125.0'
25.0'
62.5'
12.5'
25.0'
125.0'
25.0'
62.5'
MP
79.5
S-I57
30 LF
4173+
04
4177+
54
4192+
50
4190+
99
1312
TY
PE
4 T
ES
T S
TA
TIO
N - F
OR
EIG
N C
RO
SS
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
2625
22
0 H
oo
ve
r B
ou
le
va
rd
, S
uite
2
Ho
lla
nd
, M
ich
ig
an
4
94
23
-3
76
6
6
16
-3
92
-5
93
8
6
16
-3
92
-2
11
6
26
55
5 E
ve
rg
re
en
R
d. S
uite
. 4
30
So
uth
fie
ld
, M
ich
ig
an
4
80
76
T 2
48
-8
27
-7
32
2 F
2
48
-8
27
-7
54
9
ww
w.hollandengineering.com
4192+
50 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-B
RW
V-H
600-15
RIGHT-OF-WAY &
OWNERSHIP DATA
PLAN VIEW
WORK SPACE
DRAWN BY: HEI(DRF)
DRAFTING CK:
ENGINEERING CK:
DRAWING NO.:
DATE OF PLOT:
SHEET OF 326
HORZ. SCALE: 1" = 200'
AFE/P.O.NO.:
HEI PROJECT NO.: 14-10-052
REV.
PA-BRWV-H600
0' 100' 200' 400'
PIPE / COATING
CLASS LOCATION / HCA
WETLAND / STREAM
.
.
SLOPE DISTANCE
CONSTRUCTION CK:
ENVIRONMENTAL CK:
PROFILE
CONSTRUCTION METHOD
CONSTRUCTION
EXCLUSION
LEGEND
DRAWING NO. DESCRIPTION
HORIZONTAL
STATIONING
REV 4.0.0 - ISSUED TO FERC
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
WWOW
TREE
PROPOSED TEST STATION
ABOVE GROUND FACILITY
LINE MARKER - VENT PIPE
GP
ADDITIONAL TEMPORARY
WORK SPACE(ATWS)
WMGMEM
T
S
#
LM
PEDESTAL - UTILITY
EP
FOP TVP
MNWWELL
FP
POST
TOWER LEG
TWR
SIGN
MH - SANITARY/WATER
SAMH WMH
MAILBOXMB
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
FENCE LINE
X
ANCILLARY SITE
ROAD RIGHT-OF-WAY
R/W
NON-SURVEYED C/L
500' TICK MARK
PERMANENT EASEMENT
STUDY CORRIDOR
BARRACADE FENCE
COUNTY LINE
CONSTRUCTION METHOD KEY
1 - TYPICAL R/W CONFIGURATION
2 - TYPICAL R/W CONFIGURATION
3 - TYPICAL "SKINNEY" FOR WATER BODY
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
PERMANENT EASEMENT
TEMPORARY
WORK SPACE(TWS)
ADD. TEMPORARY
WORK SPACE(ATWS)
EXISTING PIPELINE
PROPOSED PIPELINE
ACCESS ROAD
TEMPORARY WORK SPACE
02/17/15
.
.
90 0
-16
.
.
ST
A. 4192+
50 T
O S
TA
. 4217+
38
HO
LL
Y D
IS
T., B
RA
XT
ON
C
O.,W
.V
.
10/16/15 8:59 AM
.
.
.
.
4217+
38 M
AT
CH
LIN
E - S
EE
S
HE
ET
P
A-W
BW
V-H
600-01
PROPOSED 42" H600
MOUNTAIN VALLEY PIPELINE
41
92
+5
0 M
AT
CH
L
IN
E
42
17
+3
8 M
AT
CH
L
IN
E
MP
80.0
WV-BR-046.16
BRAXTON COUNTY, WEST VIRGINIA
WV-WB-001.01
WV-BR-046.16.1
WV-BR-046.16
59 LF
60 SLOPE
4200+
78
4201+
37
WV-BR-046.16
828 LF
952 SLOPE
4192+
50
1
2625'
1
4192+
50
WV-BR-046.16
888 LF
889 SLOPE
WV-BR-046.16
154 LF
155 SLOPE
4210+
25
4211+
79
559 LF
569 SLOPE
4217+
38
WV-WB-001.01
WV-BR-046.16.1
4217+
38
WV-WB-001.01
12.5'
25.0'
125.0'
25.0'
62.5'
12.5'
25.0'
25.0'
62.5'
125.0'
4194+
85
4192+
50
4203+
64
4205+
88
1
MVP-ATWS-138
12,595 SQ FT
MVP-ATWS-137
46,533 SQ FT
TY
PE
4 T
ES
T S
TA
TIO
N - F
OR
EIG
N C
RO
SS
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
