A-553/14/20193/16/2019

Requested By: AVariance

Type: WS

Request Prepared By *: 055

Station: 58+12 To: 1.20 To: 1.20

1,2

In or w/in 50' of a waterbody:

N/A

S-J65, S-CV36, S-CV37

Additional Stream footage impacted: 0.00 0.00

Net acreage affected: + 0.93

Tree Clearing Required: YES

Variance Level:

Variance From:

Attachments? Photos?

List Attachments:

Milepost:

This variance adds MVP-ATWS-SM-031(ext) for slip remediation. No wetlands were found during surveys. Streams S-J65, S-CV36 & S-CV37 were found during delineations and will incur no impact. These streams will be protected using reinforced

filtration devices (RFDs), which may include priority 1 silt fence, triple stacked compost filter sock, or super silt fence. No tracked equipment will enter the highwater mark of the stream. BMPs have been installed outside of the LOD to minimize impacts to any Environmentally Sensitive Areas within/abutting the area. Architectural Resource WZ-0158 was found during cultural reviews but was deemed Not Eligible. Letters of Concurrence can be found in Attachment 4. This variance has a net increase of 0.93 acres of LOD from the original permit. There is a net increase in tree clearing of 0.48 MYSO - Known Use Summer Habitat (KUSH) acres.

On April 3, 2019, approval for Mountain Valley to cut these tress as part of a slip Emergency Endangered Species Act Consultation was filed with FERC. Attachment 2 includes a table that shows MVP's acreage "banks" will remain net positive

following approval of this variance request.

Wetland or Waterbody ID:

WV-WE-005.01 and WV-WE-005

Variance Justification:

Attachment 1 - Alignment Sheet; Attachment 2 - Rare, Threatened, and Endangered Species Report; Attachment 3 -

Stream and Wetland Delineation Report; Attachment 4 - Cultural Resource Reports and Concurrences (CUI//PRIV -- DO NOT

RELEASE); Attachment 5 - Landowner Exhibits (CUI//PRIV -- DO NOT RELEASE); Attachment 6 - Variance Request Map

Variance Sequence Number:Megan Neylon

64+32

Tract No.:

Nearby Features (Water body, T&E Habitat, Wetland, Noxious Weed Area, Residence (distance), Cultural Resource Site (distance) etc.):

Acreage of tree clearing: + 0.48

Variance Request No.:

Date Received by FERC:Date Submitted by Chief Inspector to LEI:

MVP Variance Request Form

Date Approval Requested by Contractor:

Additional Wetland acreage impacted:

In or w/in 50' of a wetland:

Architectural Resource WZ-0158 (Not Eligible and razed); MYSO (+0.48ac KUSH)

Detailed Description of Variance:

FERC Approval Reference No.:

Current Land Use/ Vegetative Cover:

Alignment Sheet Number:

Brent Ladd

N/ADeciduous Forest; Developed

Spread:

Location (Use either Station or Milepost)* The FERC compliance monitor should be alerted and given a copy of the draft variance for review prior to submittal.

Other Agency Jurisdiction:

EPPM DrawingSpecification Mitigation Measure

Yes No

Permit

Yes No

Level 1 Level 2

Yes No No

Level 3

Other: Describe:

No

Yes No

Yes NoNoxious Weed Area Raptor Nest Residence (Distance)

Cultural Resource SiteT/E Species Habitat

Other (Specify):

Water Well

Plan Procedures

Line List

Additional Surveys Completed

Landowner:

Land Agent ContactLandowner Approval Obtained

Date

4/3/2019

4/3/2019

4/3/2019

4/3/2019

Sign Off: Name Signature

Third Party Compliance Manager or monitor

Environmental Supervisor

Todd CarrollConstruction Manager

Janna ArnoldROW Land Agent *

Lead Environmental Inspector

Surveyed Corridor Description

The locations for this variance request were evaluated for cultural resources, waterbodies and wetlands, threatened and

endangered species, and habitat. See the attached cover page list of reports.

For MVP Use Only

Necessary for slip rememdiation.

Proof of Previous Biological and Cultural Survey Clearance

Additional Surveys Required

Cultural Survey

Waterbodies/Wetlands

*signature denotes confirmed landowner approval

Travis Huskins Travis Huskins

T & E Survey

Janna Arnold

Megan NeylonMegan Neylon

See attachments 2 and 3 that describe rare, threatened, and endangered species surveys and stream and wetland delineations. USFWS Biological Opinion was issued on 10/31/2017. Additional survey conducted 3/27/2019. The cultural resources survey was

reported in: Mountain Valley Pipeline Project, Cultural Resource Survey, Volume I, Wetzel, Harrison, Doddridge, and Wetzel Counties, West Virginia (Espino et al. June 2015); Mountain Valley Pipeline, Slip Mitigation Workspaces MVP-ATWS-SM-031,

MVP-ATWS-SM-035, and MVP-ATWS-SM-036. Request for Concurrence on Disturbance and No Further Survey Recommendation (Freedman October 2018); Mountain Valley Pipeline Project, Revisions to Direct APE for Variances MVP-ATWS-SM-031 and MVP-ATWS-599 Extension, Wetzel and Nicholas Counties, West Virginia, Request for Concurrence for No Further Survey Recommendation (Marine February 2019); Mountain Valley Pipeline Project, Slip Mitigation Workspace MVP-ATWS-SM-031 (Ext), Emergency Slip Mitigation Review. Authorization to Proceed (Hockersmith March 2019). Filed with FERC 9/12/2015;

10/30/2018; 2/13/2019; and 4/4/2019. Clearance received from WVDCH 10/6/2015; 11/14/2018; 2/25/2019; 3/28/2019. The Concurrence Letter is provided in Attachment 4.

REDACTED

JANNA ARNOLD

Todd Carroll

Yes NoYes NoYes NoYes NoYes No

Yes NoYes NoYes NoYes NoNoNo

Yes

Yes

No

No

Yes NoYes NoYes NoYes NoYes NoYes No

Yes No Yes No

Variance Approved:

Signature:

Date:

Stipulations:

Spread No.: A A-55

Name: Title:

Conditions:

Name:

Conditions:

Name:

Conditions:

Title:

Variance Denied:

For FERC Compliance Monitor and Compliance Manager Use Only

Variance Request No.:

Beyond Authority:

Title: Organization:

Organization:

Organization:

VARIANCE CONDITIONS

Mountain Valley Pipeline, LLC Mountain Valley Pipeline Project

Docket No. CP16-10-000

Alignment Sheets Attachment 1

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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

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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

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WV-WE-003

20 LF

20 SLOPE

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WV-WE-002

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135 LF

136 SLOPE

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WV-WE-005.01

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98 SLOPE

CO

UN

TY

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OU

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5

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881 LF

973 SLOPE

WV-WE-0006

579 LF

589 SLOPE

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1641 LF

1725 SLOPE

WV-WE-005

51 LF

54 SLOPE

33+

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39+

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33+

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40+

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30

L

F - 3

0 S

LO

PE

57+

20

58+

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WV-WE-001

WV-WE-003

WV-WE-002

33+

18

34+

69

1

2840'

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

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

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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

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&

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1 1.1

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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

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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

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PIPE / COATING

CLASS LOCATION / HCA

WETLAND / STREAM

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SLOPE DISTANCE

CONSTRUCTION CK:

ENVIRONMENTAL CK:

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0R

RR

10

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5-1

5

CONSTRUCTION METHOD

3R

RR

09

-0

3-1

6

CONSTRUCTION

EXCLUSION

6JJS

11

-2

7-1

7

REFERENCE DRAWINGS

DRAWING NO. DESCRIPTION

HORIZONTAL

STATIONING

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

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

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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

7JJS

04

-1

3-1

8

7JJS

04

-1

3-1

8

02/09/15

.

.

01

-01

.

.

ST

A. 0

0+

00

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O S

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8+

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IS

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T, W

ET

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L C

O.,W

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.

04/1/19 9:47 AM

.

.

.

.

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

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-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. 11

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

80'

2

280'

2

318'

2

410'

46+

59

30+

30

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

1793

80

0+

77

3+

32

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 HAMMERHEAD TAP

LAT: 39.552177 LON: -80.545615

SEE CONSTRUCTION DRAWING

DWG# P-W-H600-1159-01

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

MVP-ATWS-SM-017

38,013 SQ FT

IS

SU

ED

F

OR

V

AR

IA

NC

E - A

DD

ED

M

VP

-A

TW

S-S

M-017

08-14-18

HE

I8

FO

R S

LIP

M

IT

IG

AT

IO

N

1+

40

5+

81

REV.11

IS

SU

ED

F

OR

V

AR

IA

NC

E - A

DD

ED

M

VP

-A

TW

S-S

M-030

12-17-18

HE

I9

MVP-ATWS-SM-030

13,318 SQ FT

45+

23

44+

28

FO

R S

LIP

M

IT

IG

AT

IO

N

RE

V. 4.1.13 IS

SU

ED

F

OR

B

ID

09-03-16

HE

I3

OC

TO

BE

R 2016 P

RO

PO

SE

D R

OU

TE

- IS

SU

ED

T

O F

ER

C10-14-16

HE

I4

RE

MO

VE

E

QU

AT

IO

NS

11-11-16

HE

I5 6 7

HE

I

HE

I11-27-17

04-13-18

IS

SU

ED

F

OR

C

ON

ST

RU

CT

IO

N

IS

SU

ED

F

OR

C

ON

ST

RU

CT

IO

N - F

ER

C R

EV

IS

IO

N R

EQ

UE

ST

IS

SU

ED

F

OR

V

AR

IA

NC

E - R

EV

IS

ED

M

VP

-A

TW

S-S

M-030

02-27-19

HE

I10

MVP-ATWS-SM-031(Ext)

40,398 SQ FT

58+

12

IS

SU

ED

F

OR

V

AR

IA

NC

E - R

EV

IS

ED

M

VP

-A

TW

S-S

M-031(E

xt)

03-29-19

HE

I11

S-J65

S-CV37

S-CV36

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

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

PWR

PWR

PWR

PWR

PWR

PWR

P

W

R

P

W

R

PWR

PWR

PWR

PWR

L

M

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

15539

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-015WV-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+

57

94+

10

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

210 LF

211 SLOPE

162 LF

163 SLOPE

91 LF

91 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

1101'

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

2075'

S-J66

3 LF

W-A4a

28 LF

117+

07

58+

66

70+

63

71+

63

72+

37

WV

-W

E-0

05

.0

1

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

REFERENCE DRAWINGS

DRAWING NO. DESCRIPTION

HORIZONTAL

STATIONING

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

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

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

7JJS

04

-1

3-1

8

7JJS

04

-1

3-1

8

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

.

04/1/19 9:51 AM

.

.

.

.

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. 14

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

2505

42"O

.D

. X

0.740"W

.T

., X

-70, F

US

IO

N B

ON

DE

D E

PO

XY

2

505'

68+

63

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

93+

61

94+

01

4

40' 2363'

1

EQ

UA

TIO

N:

96+

14 B

K=

96+

19 A

HD

IS

SU

ED

F

OR

V

AR

IA

NC

E - R

OU

TE

A

DJU

ST

ME

NT

08-07-18

HE

I8

EQUATION:

96+14 BACK=

96+19 AHEAD

(-5')

MVP-ATWS-SM-016(Ext)

4,405 SQ FT

10

8+

82

11

2+

28

IS

SU

ED

F

OR

V

AR

IA

NC

E - A

DD

ED

M

VP

-A

TW

S-S

M-016

08-14-18

HE

I9

FO

R S

LIP

M

IT

IG

AT

IO

N

S-JM23

IS

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S-CV37

S-CV36

Mountain Valley Pipeline, LLC Mountain Valley Pipeline Project

Docket No. CP16-10-000

Rare, Threatened, and Endangered Species Report Attachment 2

Mountain Valley Pipeline Project Variance A-55March 27, 2019

State and federal agencies identified areas where plant surveys were required. This variance does not occur in any of those areas.

There are no impacts to aquatic resources associated with this variance.

The only avian species-specific presence-absence surveys required for the project are scrub-shrub habitat-specific in the state of Virginia, thus do not apply to this variance area.

The modification of the tree clearing results in a net increase of 0.48 acres MYSO - Known Use Summer Habitat (KUSH). On April 3, 2019, approval for Mountain Valley to cut these trees as part of a slip Emergency Endangered Species Act Consultation was filed with FERC. MVP will cut the trees associated with this variance as soon as approved to do so.Table 1 exhibits that MVP's acreage "banks" will remain net positive following approval of this variance request.

On 2/12/2015 and 3/27/2019, Environmental Solutions and Innovations, Inc. (ESI) conducted field surveys to search for portal openings (winter bat habitat). Surveys were conducted in accordance with agency approved protocols for the project. No portal openings were observed in the variance area.

WV-WE-005

WV-WE-005.01

WV-WE-006WV-WE-5740

WV-WE-007.01

WV-WE-009

WV-WE-007

MVP-WE-006

1

1.1

1.2

1.3

Base Map: ESRI "World Imagery"; accessed 4/1/2019

MVP CenterlineMVP Access RoadMVP Variance

MVP LODESI Portal CoverageParcel Boundary

25 0 25 50Meters

Mountain Valley Pipeline Variance Survey Exhibit; Variance A-55

MYSO ‐ Known 

Summer Use 

Habitat (acres)

MYSO ‐ Known 

use spring 

staging/fall 

swarming 

habitat (acres)

MYSO ‐ Suitable 

Unoccupied 

Summer 

Habitat (acres)

MYSO ‐ Unknown 

use spring 

staging/fall 

swarming habitat 

(acres)

MYSO ‐ 

Unknown Use 

Summer 

Habitat (acres)

NLEB known 

use spring 

staging/fall 

swarming 

habitat (acres)

Remaining bank acreage from IP‐5 table 0.37 1.47 13.04 6.81 13.79 0.59

Bradshaw ATWS 0.02 0.00 0.00 0.00 0.00 0.00

ATWS 1544 0.03 0.00 0.00 0.00 0.00 0.00

ATWS 1545 0.10 0.00 0.00 0.00 0.00 0.00

LY‐27 0.00 0.00 0.00 0.00 0.15 0.00

LY‐45/46 0.00 0.00 0.00 0.00 0.05 0.00

Variance A‐4 ‐ MP 24.6 0.00 0.00 0.00 0.00 0.06 0.00

Bradshaw Slip Repair Phase 1 0.01 0.00 0.00 0.00 0.00 0.00

Variance A‐5  ‐ MP 28.97 0.00 0.00 ‐0.51 0.00 0.09 0.00

Variance H‐3 ‐ MP 234.85 0.00 0.00 0.91 0.00 0.00 0.00

Variance F‐3 ‐ MP 159.27 0.00 0.00 ‐0.42 0.00 0.00 0.00

Variance H‐2 ‐ MP 240.00 0.00 0.00 0.09 0.00 2.74 0.00

Variance E‐4 ‐ LY‐058 0.00 0.00 0.00 0.00 0.01 0.00

Variance E‐5 ‐ MP 133.46 0.00 0.00 0.27 0.00 0.00 0.00

Variance I‐2 ‐ MP‐268.8 0.00 0.00 0.00 0.00 0.45 0.00

Variance I‐4 ‐ MP 300.7 0.00 0.00 0.00 0.00 0.18 0.00

Variance G‐3 ‐ MP 224.1 0.00 0.00 0.00 1.67 0.00 0.00

Variance B‐2 ‐ MP 42.7 0.00 0.00 1.45 0.00 0.00 0.00

Variance H‐5 ‐ MP 257.9 & 258.2 0.00 0.00 0.39 0.00 0.00 0.00

Variance I‐5 ‐ MP 261.47 0.00 0.00 ‐0.25 0.00 0.00 0.00

Variance H‐6 ‐ MP 235.58 0.00 0.00 0.39 0.00 0.20 0.00

Variance F‐6 ‐ MP 176.8 0.00 0.00 0.00 0.00 0.08 0.00

Variance D‐4 ‐ MP 110.1 0.00 0.00 0.08 0.00 0.00 0.00

Variance E‐6 ‐ MP 143.9 0.00 0.00 0.00 0.00 0.08 0.00

Variance F‐5 MP 166.07 0.00 0.00 0.24 0.00 0.00 0.00

Variance D‐7 ‐ MP 119.0 0.00 0.00 2.64 0.00 0.00 0.00

Variance D‐6 ‐ MP 115.74 & 115.85 0.00 0.00 1.22 0.00 0.00 0.00

Variance B‐3 ‐ MP 60.29 0.00 0.00 0.01 0.00 0.27 0.00

Variance C‐6 ‐ MP 79.46 0.00 0.00 0.00 0.00 ‐0.21 0.00

Variance C‐2 ‐ MP 82 0.00 0.00 0.00 0.00 1.11 0.00

Bradshaw Phase II 0.01 0.00 0.00 0.00 0.00 0.00

Variance A‐11 (MP 23.8) 0.00 0.00 0.00 0.00 0.30 0.00

Variance I‐10 (MP 266.3) 0.00 0.00 0.00 0.00 ‐0.64 0.00

Variance A‐12 (MP 6.8) 0.01 0.00 0.00 0.00 0.00 0.00

Variance B‐7 (MP 60.07) 0.00 0.00 0.00 0.00 1.51 0.00

Variance A‐15 (MP 12) 0.00 0.00 0.00 0.00 0.19 0.00

Variance H‐7 (MP 238.3) ‐ Transco Credit 0.00 0.00 ‐11.25 0.00 0.00 0.00

Variance H‐7 (MP 238.3) 0.00 0.00 8.37 0.00 0.27 0.00

Variance I‐12 (LY‐035 Ext) 0.00 0.00 0.00 0.00 0.01 0.00

Variance H‐9 (MP 237.5) 0.00 0.00 0.00 0.00 0.24 0.00

Variance D‐17 (MP 108.17) 0.00 0.00 4.08 0.00 0.43 0.00

Variance E‐10 (MP 149.45) 0.00 0.00 0.00 0.00 0.21 0.00

Variance C‐10 (MP 68.4) 0.00 0.00 0.00 0.00 2.34 0.00

Variance C‐11 (MP 86.3) 0.00 0.00 0.00 0.00 1.84 0.00

Table 1 

Bat Habitat Bank Acreage

MYSO ‐ Known 

Summer Use 

Habitat (acres)

MYSO ‐ Known 

use spring 

staging/fall 

swarming 

habitat (acres)

MYSO ‐ Suitable 

Unoccupied 

Summer 

Habitat (acres)

MYSO ‐ Unknown 

use spring 

staging/fall 

swarming habitat 

(acres)

MYSO ‐ 

Unknown Use 

Summer 

Habitat (acres)

NLEB known 

use spring 

staging/fall 

swarming 

habitat (acres)

Table 1 

Bat Habitat Bank Acreage

Variance A‐14 (MP 6.5) 0.05 0.00 0.00 0.00 0.00 0.00

Variance A‐14 (MP 6.5) ‐ MVP‐WE‐014 & ATWSs 

credit‐12.96 0.00 0.00 0.00 0.00 0.00

Variance A‐14 (MP 6.5) ‐ MVP‐LY‐024 credit ‐0.86 0.00 0.00 0.00 0.00 0.00

Variance B‐10 (MP 35.1) 0.00 0.00 0.34 0.00 0.00 0.00

Variance A‐23 (MP 0.10) 0.87 0.00 0.00 0.00 0.00 0.00

Variance A‐24 (MP 2.65) 0.82 0.00 0.00 0.00 0.00 0.00

Variance A‐25 (MP 2.10) 1.20 0.00 0.00 0.00 0.00 0.00

Variance C‐12 (MP 84.3) 0.00 0.00 0.00 0.00 1.45 0.00

Variance C‐13 (MP 68.9) 0.00 0.00 0.00 0.00 0.33 0.00

Variance A‐27 (MP 3.4) 0.16 0.00 0.00 0.00 0.00 0.00

Variance G‐6 (MP 210.0) 0.00 0.37 0.00 0.00 0.00 0.00

Variance A‐26 (MP 4.0) 1.92 0.00 0.00 0.00 0.00 0.00

Variance C‐14 (MP 84.4) 0.00 0.00 0.00 0.00 0.15 0.00

Variance C‐14 (MP 84.4) ‐ MVP‐LE‐066.01 credit 0.00 0.00 0.00 0.00 ‐1.30 0.00

Variance A‐29 (MP 1.9) 0.06 0.00 0.00 0.00 0.00 0.00

Variance A‐30 (MP 3.9) 1.36 0.00 0.00 0.00 0.00 0.00

Variance G‐7 (MP 199.52) 0.00 0.00 0.00 0.07 0.00 0.00

Variance B‐11 (MP 52.6) 0.00 0.00 0.60 0.00 0.00 0.00

Variance B‐13 (MP 50.3) 0.00 0.00 0.39 0.00 0.00 0.00

Variance A‐20 (MP 5.7 ‐ 6.0) 1.72 0.00 0.00 0.00 0.00 0.00

Variance Transco‐1  0.00 0.00 0.11 0.00 0.00 0.00

Variance G‐9 (MP 209.42) 0.00 0.29 0.00 0.00 0.00 0.00

Variance A‐34 (MP 7.9) 0.42 0.00 0.00 0.00 0.00 0.00

Variance A‐36 ( MP 8.6) 0.11 0.00 0.00 0.00 0.00 0.00

Variance A‐41 (MP 1.2) 0.22 0.00 0.00 0.00 0.00 0.00

Variance B‐16 (MP 47.13) 0.00 0.00 0.00 0.00 0.31 0.00

Variance A‐39 (MP 32.40) 0.00 0.00 0.00 0.00 0.59 0.00

Variance A‐42 (MP 3.16) 0.08 0.00 0.00 0.00 0.00 0.00

Variance A‐44 (MP 6.62) 0.14 0.00 0.00 0.00 0.00 0.00

Variance A‐45 (MP 9.10) 0.04 0.00 0.00 0.00 0.00 0.00

Variance A‐29 (MP 0.9) 0.30 0.00 0.00 0.00 0.00 0.00

Variance A‐51 (MP 2.1) 0.29 0.00 0.00 0.00 0.00 0.00

Variance A‐46 (MP 2.65) 0.02 0.00 0.00 0.00 0.00 0.00

Variance A‐50 (MP 4.0) 0.87 0.00 0.00 0.00 0.00 0.00

Variance A‐49 (MP 4.2) 0.56 0.00 0.00 0.00 0.00 0.00

Variance A‐32 (MP 3.65) 1.29 0.00 0.00 0.00 0.00 0.00

Variance A‐54 (MP 6.5) 0.08 0.00 0.00 0.00 0.00 0.00

Variance A‐48 (MP 5.05) 0.09 0.00 0.00 0.00 0.00 0.00

Variance A‐56 (MP 6.61) 0.001 0.00 0.00 0.00 0.00 0.00

Variance A‐47 (MP 5.52) 0.04 0.00 0.00 0.00 0.00 0.00

Variance A‐55 (MP 1.2) 0.48 0.00 0.00 0.00 0.00 0.00

Net Remaining Acreage for variances to date  0.819 0.81 3.89 5.07 0.30 0.59

Mountain Valley Pipeline, LLC Mountain Valley Pipeline Project

Docket No. CP16-10-000

Waterbodies and Wetlands Report Attachment 3

Mountain Valley Pipeline Project

Variance A-55

March 28, 2019

On March 26, 2019 Tetra Tech, Inc. (Tetra Tech) surveyed the proposed variance in Wetzel Co., WV for wetlands and streams. Wetland delineations were conducted utilizing the Routine On-Site Determination Methodology presented in the US Army Corps of Engineers (USACE) Wetland Delineation Manual (Technical Report Y-87-1) and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0).

During field surveys, Tetra Tech did not identify any wetlands, but did identify three streams (S-J65, S-VC36 and S-CV37) in the variance area, as shown on the attached figure.

0.9

1

1.1

1.2

1.3

S-A2a

S-J65

S-CV37

S-J65

S-CV36

S-J66

W-TT2

Mountain Valley Pipeline Project

Data Sources: ESRI Streaming Data 2014.

± NAD 1983 UTM 17N

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Proposed VarianceA-55

Wetzel County, West Virginia

March 2019

LegendIssued forConstruction LODProposed VarianceLimit of Disturbance

Culvert

Ephemeral Stream

Intermittent Stream

Perennial Stream

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Proposed Variance

Mountain Valley Pipeline, LLC Mountain Valley Pipeline Project

Docket No. CP16-10-000

Pipeline VarianceRequest MapAttachment 6

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1.2

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WV-WE-005

WV-WE-005.01

WV-WE-006WV-WE-5740

WV-WE-007.01

WV-WE-009

WV-WE-007

Mountain Valley Pipeline Project

Data Sources: ESRI Aerial Imagery, All Issued for Construction data was filed with FERC on 12/20/2017.

March 2019

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FERC Docket No. CP16-10-000

MVP VarianceA-55

0 100 200 300 40050Feet