20181638 Ver 1_More Information Received_20190212

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r, Yes r No
IN* Version* 1
20181638
Is this project a public transportation project?* C Yes
cd No
Reviewer List:* Sue Homewood:eads\slhomewood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Submittal Type:*
Application Attachments
Does this project require a request for payment to be sent?
r
Yes
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: U New Project
0 Pre -Application Submittal
U More Information Response
a Other Agency Comments
U For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Heather D Patti
Vft is subrritting the inforniko i?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20181638 Y
20170001 (no dashes)
Project Name: MVP Southgate
Is this a public transportation project?
G Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes C No r, Unknown
County (ies)
Alamance
Rockingham
Please upload all files that need to be submited.

Click the upload button or drag and drop files here to attach docurrent
MVP Southgate Project_NCDEQ Response Letter
201.81 KB
2.08.19. pdf
Attachment A Response to USACE RAI Jan 2019.pdf
521.76KB
Attachment B Jordan Watershed Published SS
41.62MB
Maps.pdf
Attachment C Jordan Watershed USGS Topographic
2.25M6
Maps.pdf
Attachment D Mitigation Reserve Letters.pdf
377.41 KB
Cnly pdf or lore files are accepted.
Describe the attachments:
Response to NCDWR's January 10th, 2019 request for additional information. Please let us know if you have
issues opening any of the files. Thank you.
V, By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
`4`2`AW*Wlo. SDAmr
Submittal Date:

MVP
TSOUTHGATE
625 Liberty Avenue, Suite 1700 1 Pittsburgh, PA 15222
833 -MV -SOUTH I [e-mail]
www.mvpsouthgate.com
February 8, 2019
Ms. Karen Higgins
North Carolina Department of Environmental Quality
Division of Water Resources
401 & Buffer Permitting Unit, Wetlands Branch
1617 Mail Service Center
Raleigh, North Carolina 27699 -1617
RE: MVP Southgate Project
DWR# 20181638
Response to 1/10/2019 Request for Additional Information
Dear Ms. Higgins:
Mountain Valley Pipeline, LLC ("Mountain Valley") is providing this response to North Carolina Department of
Environmental Quality (NC DEQ)'s initial comment letter, dated January 10, 2019, requesting additional information
regarding the MVP Southgate Project ("Project"). This initial comment letter was in response to the Joint Permit
Application (DWR# 20181638) submitted by Mountain Valley on November 30th, 2018. To allow for ease of
reference, Mountain Valley has provided the NC DEQ comments below followed by Mountain Valley's response.
Please provide the Division with a copy of your response to the US Army Corps of Engineers
request for more information dated December 28, 2018. [15A NCAC 02H .0502(c)]
Response: A copy of this email was provided to the NC DEQ on January 17, 2019. Additionally, the
response is attached as Attachment A.
The application documentation notes that the pipeline construction sequence includes clearing and
grubbing of the project right of way. Clarify the linear schedule for clearing and grubbing. For
instance, will the entire linear length be cleared and grubbed, including all wetland and buffer areas
prior to initiation of the next phase of construction? What means and/or measures will be taken to
ensure protection of waters of the state and protected riparian areas for the maximum time feasible?
[15A NCAC 02H .0506(f) and (g)]
Response: An exact schedule for the construction sequence of the Project has not been developed. The
Project is proposing to use two spreads to construct the pipeline. Spread 1 includes MP 0 to MP 30.4 and
Spread 2 includes MP 30.4 to MP 73.1. Generally, construction of the proposed pipeline within each spread
will follow a set of sequential operations. In this typical pipeline construction scenario, the construction
spread proceeds along the pipeline right-of-way in one continuous operation. The Project will coordinate
the entire process in such a manner as to minimize the total time a tract of land is disturbed and therefore
exposed to erosion and temporarily precluded from normal use.
The Project will clear the right-of-way of obstructions (e.g., trees and stumps, brush, logs, large rocks)
according to the FERC Plan, the Project -specific erosion and sediment control plan (E&SCP), and
applicable regulatory approvals. Erosion control devices will be installed prior to grubbing. After the land is
cleared and grubbed, additional crews will begin with the next phases of construction, grading and trenching
on the right-of-way. In most instances, the corridor will be reduced from 100 -feet to 75 -feet for the riparian
buffer (50 feet from top of stream bank) of intermittent and perennial streams crossed by the Project. Aside

from clearing and/or grubbing, no construction activity will occur within the stream buffer until the pipeline
crossing is ready to be installed and any inactive areas must be stabilized within 20 days. To facilitate
future inspection and maintenance of the pipeline, trees will be cut to grade, and stumps will be removed
within the proposed 50 -foot permanent maintenance corridor. Within the proposed 25 -foot temporary
workspace, vegetation will be replanted and restored, trees will be cut to grade, but stumps will not be
removed. In forested wetlands, trees will be cut to grade, but stumps will only be removed within 15 feet
of the edge of the pipe trench, or where safety concerns dictate otherwise.
The Project will conduct post -construction restoration activities in accordance with the measures specified
in the FERC Plan and Procedures, and as applicable to meet buffer requirements in accordance with
2B.0295 (n)(2). After a segment of pipe is installed, backfilled, and successfully tested, the Project will
final -grade the right-of-way, temporary ATWS, and other disturbed areas, and construction debris will be
disposed of properly.
Section 4.4 of the Project Description notes that Impact Avoidance and Minimization Measures
include "Cutting trees to grade, and only removing stumps from directly over the trench, or where
safety dictate otherwise ... " This statement appears to contradict Section 2.4.2 and Figure 2 which
describe Typical Pipeline Construction Sequence as complete clearing and grading of the entire
project corridor. Please clarify. [15A NCAC 02H .0506(f) and (g)]
Response: In Section 4.4 of the Project Description, the Project identified avoidance and minimization
measures specific to wetland areas where we committed to reduced workspaces (75 feet). Section 2.4.2
is specific to upland construction areas where the full width of the construction workspace (100 feet) will be
cleared, stumped and graded. While the full width of the construction workspace will also be cleared within
wetlands, stumps will be left to minimize wetland soil disturbance and promote re -sprouting of vegetation
from the stumps once wetland restoration is complete.
For the portion of the project within the Jordan Lake watershed [11 5A NCAC 02B .02671:
Provide route maps that show the proposed route and all impact areas overlaid onto the published
county soil survey maps and USGS Topo maps. Please also clearly identify any streams that were
determined to be "not present in the field" by DWR staff and therefore not subject to the Jordan
Buffer Riparian Buffer Rules.
Response: Route maps that show the proposed route and all impact areas overlaid onto the published
county soil survey maps and USGS Topo maps are included as Attachments B and C. Streams determined
to be `not present in the field' by DWR are identified on the county soil survey maps per your request.
These features are not subject to the Jordan Lake Riparian Buffer Rules.
Provide a table that indicates which stream features are subject to the Jordan Lake Riparian Buffer
Rules in accordance with the maps and site visit determinations noted in Item #3 above.
Response: Stream features that are subject to the Jordan Lake Riparian Buffer Rules will be provided in
an updated table per Item #6, below.
Modify Table 4.3 to indicate which stream impacts are being included in the Buffer Authorization
request and which stream impacts will be requested under a major variance to be submitted
separately.
Response: Mountain Valley is currently completing route evaluations and will be providing updated impact
tables at a later date. Table 4.3 is being modified to indicate which streams are being included in the Buffer
Authorization request and which streams are being requested for approval under a major variance. The
major variance application was submitted to DWR on February 8, 2019 under separate cover.
I`I MVP
SOUTHGATE

All impacts from access roads should be accounted for as Road Impacts, or Temporary Road
Impacts under the Table of Uses. Please clearly identify these on Table 4.3 (or other impact table)
and calculate mitigation accordingly.
Response: All impacts from access roads are being accounted for in Table 4.3 as Road Impacts, or
Temporary Road Impacts under the Jordan Watershed Buffer Rules Table of Uses and are identified as
impacts to be approved under the Buffer Authorization request.
Provide impact maps with hatching or shading to clearly identify areas proposed (and calculated)
as temporary impacts and areas proposed to be within a permanent maintenance corridor. Please
provide impact drawings at a greater scale to clearly show details as necessary.
Response: Mountain Valley is currently completing route evaluations and will be providing updated impact
maps and impact tables that will clearly identify what impacts are construction (temporary) impacts, and
what impacts are operational (permanent) at a later date. Field surveys continued in January of 2019 and
are planned for the near future. Updated drawings will include the newly delineated resources.
Provide mitigation acceptance/commitment letters from private Mitigation Banks
and/or DMS to meet the Jordan Lake buffer mitigation requirements. The mitigation plan must
comply with 15A NCAC 02B .0295 and G.S. 143-214.20.
Response: Copies of the current mitigation acceptance/commitment letters for the Project are provided in
the Attachments and will be provided to the applicable agencies in digital format.
10. Provide a description of Jordan Lake Riparian Buffer restoration within Section 2.5 of the Project
Description.
Response: The Project will install temporary and permanent erosion and sediment control measures where
necessary, including silt fencing, diversion dikes, and vegetation. If the buffer was forested, Revegetation
of the 25 -foot temporary workspace with native tree species. The 50 -foot permanent maintenance corridor
and the 25 -foot temporary workspace if not previously forested will be revegetated using approved native
seed mix. Riparian buffer restoration will occur in accordance with 2B.0295 (n)(2). Detailed restoration
plans will be submitted separately with the Project -specific E&SCP.
11. Provide a description of the proposed permanent operation and maintenance plan for areas subject
to the Jordan Lake Buffer Rules within Section 2.8 of the Project Description.
Response: As stated above in Item #10, the operational impacts in Zone 1 will be revegetated with native
grass seeding. In Zone 2, all impacts will be revegetated with native grass seeding unless otherwise noted.
In the Jordan Watershed, all riparian buffer restoration will occur in accordance with 28.0295 (n)(2).
Detailed restoration plans will be submitted separately with the Project -specific E&SCP.
I`I MVP
SOUTHGATE

Mountain Valley appreciates the opportunity to provide this information in support of its request for Joint USACE
Section 404 and 401 authorization of the Project pursuant to Nationwide Permit 12. Should you have any additional
questions or further information to complete your review of the Project, please do not hesitate to contact Alex Miller
at 713-374-1599 or via email at [e-mail] or me at 561-691-2808 or via email
Matthew. Raffen berg6a fpl.com. Thank you for your continued consideration.
Sincerely,
Mountain Valley Pipeline, LLC
m
Matthew Raffenberg
Senior Director, Environmental Services
Attachments
CC:
David Bailey, USACE
Jean Gibby, USACE
Scott McLendon, USACE
Henry Wicker, USACE
Todd Miller, USACE
Sue Homewood, NC DEQ
Travis Faul, MVP
Heather Patti, TRC
I`I MVP
SOUTHGATE

M Mountain Valley
MVP Southgate Project
Attachment A
USACE-Wilmington District
January 2019 Response to RAI
February 2019

riq MVP
SOUTHGATE
Mr. David Bailey
United States Army Corps of Engineers -Wilmington District
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
SAW -2018-00887
Via Safe Upload
Ms. Karen Higgins
North Carolina Department of Environmental Quality
Division of Water Resources
401 & Buffer Permitting Unit, Wetlands Branch
1617 Mail Service Center
Raleigh, North Carolina 27699 -1617
RE: MVP Southgate Project
SAW -2018-00887
Response to Request for Additional Information
Dear Mr. Bailey and Ms. Higgins,
625 Liberty Avenue, Suite 1700 1 Pittsburgh, PA 15222
833 -MV -SOUTH I [e-mail]
www.mvpsouthgate.com
January 17, 2019
Mountain Valley Pipeline, LLC ("Mountain Valley") is providing this response to your initial comment letter, dated
December 28, 2018, requesting additional information regarding the MVP Southgate Project ("Project"). The
comments from the letter are restated below and are followed by Mountain Valley's response.
While the U.S. Army Corps of Engineers, Wilmington District, Raleigh Regulatory Field Office (Corps)
has verified the delineation of potential waters of the US within a majority of the proposed pipeline
route in North Carolina, there are still sections of the route that have not been delineated or the
delineation has not been verified. In addition, it is our understanding that there may still be some re-
routing of sections of the pipeline. Pending submittal of additional delineations, the Corps may choose
to field -verify the delineation for these areas in order to determine not only the extent of the
jurisdictional impacts, but also the functional quality of the resources, upon which to determine
appropriate compensatory mitigation requirements. (see PCN Section B.4b.).
Response: Mountain Valley understands a completed jurisdictional determination is necessary prior to permit
verification. Mountain Valley is in the process of completing the wetland and waterbody delineation on the
remaining un -surveyed tracts, and will submit the updated delineation data (e.g., GIS data, maps, data sheets,
photographs) when complete. The currently proposed route is still under evaluation by the Federal Energy
Regulatory Commission (FERC) and any route adjustments would require additional survey and verification
for resources managed by the U.S. Army Corps of Engineers, Wilmington District, Raleigh Regulatory Field
Office (Corps). Mountain Valley will continue to work with the Corps for verification of delineated resource
boundaries and functional quality so the appropriate compensatory mitigation requirements can be determined.
Field survey is currently anticipated to be completed in the 3rd quarter, 2019.

MVP Southgate
Project Page 2 of 4
Changes to the wetland/stream delineation based on the Corps field -review are not all displayed on
Appendix K 2-Ih. For example, W13 -C18-19 is shown as a pond, but was determined to primarily be a
wetland, with a small component of surface water in its western extent. Also, S -C18-18 was determined
to not be potentially jurisdictional. Review all delineation maps and plan sheets to ensure that the field -
approved delineation is shown, and update all acreages/linear feet and impact proposals accordingly.
Further, it is possible that our office will not agree with some of your forested vs. non -forested wetland
designation (e.g. W -A18 -22 -PEM, etc.). However, these distinctions will be made following the
completion of field delineations, field verifications (if necessary), and re -submittal of your PCN and
attachments.
Response: The changes made to the delineated resource area boundaries during the Corps field verification
process conducted on September 5t" and 8t", 2018 were incorporated into the drawing set that was submitted
as part of the Joint Permit Application submitted on November 30"', 2018. Wetland and waterbody boundary
modifications made during the field verification that occurred on September 25th, 2018 were not reflected within
the original Joint Permit Application. These modifications will be submitted to the Corps with the information
obtained during the additional field surveys in 111 quarter, 2019.
3. The permit application appendices are missing the alignment sheets for the Alamance County section
of the proposed project (i.e. Appendix B; Sheets PA-ALNC-H-650-01 through ALNC-H-650-21).
Response: The alignment sheets for the portion of the Project in Alamance County have been uploaded to the
Project website.
Appendices K 2 -Ig, 2 -Ii, and 2-Ik appear to be the same file on the project website. Further, the permit
application package appears to be missing Figure 4 (Wetland & Waterway Delineation Maps) Sheets 1-
103. Please ensure that the project webpage includes the complete and correct documentation.
Response: Mountain Valley reviewed the Project website and updated these files to ensure that the project
webpage includes the complete and correct documentation. Additionally, Mountain Valley can furnish hard
copies upon request.
Please provide detailed plan and profile views for all proposed permanent fills of wetlands, streams,
and other waters, including culvert sizes and lengths, overlaid on the approved delineation.
Response: Mountain Valley will provide final plan and profile views for all proposed permanent fills of aquatic
resources in North Carolina, including culvert sizes and lengths, once all surveys have been completed and
the Project design is finalized (currently forecasted for V quarter, 2019). Any plan and profile drawings
developed in accordance with this request will be submitted to the Corps in a supplemental filing.
Although no rip rap is currently proposed in wetland or stream areas, reference was made to decisions
on rip rap needs being made during construction. Please note that the Corps Wilmington District
considers rip rap to be a permanent impact (though not necessarily a permanent loss). As such, any
rip rap proposed would need to be included in the PCN/application as a permanent impact and
authorized prior to construction.
Response: Should rip rap be proposed within any jurisdictional resource, Mountain Valley will submit for PCN
approval prior to construction.
Based on the Rockingham County alignment sheets (Appendix B), additional avoidance and
minimization of stream and wetland impacts could be achieved. Please review and update all project
plan sheets based on the following comments. If additional avoidance and minimization is not
practicable in these circumstances, please provide documentation to that effect:
M MVP
T SOUTHGATE

MVP Southgate Project
Page 3 of 4
a. The pipeline would presumably be constructed under roadways via conventional bore methods. As
such, wetland and stream resources located next to roadways (e.g. W -1318-99/S-1318-99, W -1318-
78/S-1318-74, etc.) could be avoided by extending conventional bores slightly beyond roadways.
Costs for extending bores already planned should be considerably less than mobilizing for entirely
new bores.
b. Several streams are proposed to be trenched through along their channel length rather than near
perpendicular (e.g. S -A18-140, S -A18-143, S -A18-147, etc.). Several hundred linear feet of stream
disturbance could be avoided by slight redesigns in pipe centerline.
c. The pipe centerline is proposed to trench through several stream confluences (e.g. S -C18 -38/S -C18-
53, etc.). Prolonged stream disturbance would be expected in these locations due to inherent
stream bank instability at stream confluences, difficulty in reconstructing intersecting stream
banks in their original location, and lack of woody vegetation along stream banks due to long term
maintenance. Slight redesigns in pipe centerline could avoid these issues.
Response: Final design of the Project's route and construction methods are still under development with
an emphasis on avoidance and minimization of wetland and stream resources to the extent practicable.
Documentation of the revised construction procedures and routes will be provided to the Corps to avoid
linear feet of stream disturbance and avoid stream confluences throughout the route development process.
On Appendix M (Section 404/401 Permit Application Proposed Pipeline Route and Impacts) Sheets
1-108, please add the 2018 aerial photo as a background, faded to still allow project details to show
clearly. Within the wetland and stream areas, also add shading or hatching to show temporary
construction impacts, permanent wetland conversion impacts, and permanent wetland/stream fill
impacts. Also clearly note acreages/linear feet of each impact type at each crossing. Provide zoom -
ins of crossing locations if necessary to show details. Note that these impacts/details could also
be shown on Appendix B plans if the two sets of plans should prove redundant.
Response: Mountain Valley will continue to work with the Corps to provide the necessary mapping that
will aid in the evaluation of project impacts.
Given the numerous proposed crossings of wetlands, streams, and open waters, please provide
the itemized proposed impact information in digital format to facilitate efficient processing. Once
additional delineations and any required field verification are complete and you plan to submit the
updated PCN and attachments, please contact David Bailey for the latest ORM upload sheets, as
the upload sheets are frequently revised.
Further, our office is under the impression that all of the delineated wetlands would be classified
as either Headwater Forest, Bottomland Hardwood Forest, Floodplain Pool, or Non -Tidal
Freshwater Marsh types based on the North Carolina Wetland Assessment Method (NCWAM). As
such, for mitigation purposes, the appropriate Wetland Group/Credit Classification would be
Riparian non-Riverine or Riparian Riverine. If applicable, please identify any delineated wetlands
that you would classify instead as Basin Wetland, Seep, or any other NCWAM type that would better
fit the Non -Riparian Wetland Group/Credit Classification.
Response: Mountain Valley will submit a completed ORM upload sheet, with the appropriate wetland
group/credit classification, once field delineations and field verifications are complete.
10. Your current proposal is to acquire compensatory mitigation through private mitigation banks. We
recommend that you also consider contingencies such as acquiring compensatory mitigation
through the North Carolina Division of Mitigation Services (NCDMS) in the event that there are not
enough appropriate private mitigation bank credits available. Further, provide letters from private
Mitigation Banks and/or NCDMS stating that they are willing to provide the appropriate type and
amount of compensatory mitigation credits required for this project. Note that a complete
compensatory mitigation plan, including the letters referenced above, is required by our office for
review and approval prior to verifying the use of NWP 12. (see PCN Sections D.2 and D.3.).
M MVP
T SOUTHGATE

MVP Southgate Project
Page 4 of 4
Further, although our office typically requires compensatory mitigation for permanent conversion
of forested wetlands to another wetland type at a 1:1 ratio, compensatory mitigation for permanent
fill of wetlands (see Access Road PA-RO-113A at MP 41.8) is typically required at a 2:1 ratio. Please
update section 4.1.2 of your project narrative, as well as your related compliance statement on
pages N-2-7 and N-2-8 of your application documents.
Response: The amount of compensatory mitigation will be developed in accordance with the above -
referenced ratios and will be updated once the Project -design is finalized. Mountain Valley will provide an
updated compensatory mitigation plan (including letters of available credit) for permanent fill of wetlands
and permanent conversion of forested wetlands to scrub -shrub or emergent wetlands. In the event that not
enough credits are available through private mitigation banks, Mountain Valley will also acquire
compensatory mitigation through the North Carolina Division of Mitigation Services.
11. We are aware that the FERC (Lead Federal Agency) is preparing an Environmental Impact Statement
which addresses the requirements of Section 106 of the National Historic Preservation Act (NHPA)
and Section 7 of the Endangered Species Act (ESA).
a. Their final opinion on whether the proposed activity may affect properties listed, or eligible for
listing, in the National Register of Historic Places is needed before the use of a Nationwide Permit
can be verified for this project. Please provide documentation showing compliance with Section
106 of the NHPA. (see PCN Sections F.7).
b. Their final opinion on whether or not the project "may affect" a listed species or critical habitat is
needed before the use of a Nationwide Permit can be verified for this project. Please provide
documentation showing compliance with Section 7 of the ESA. (see PCN Sections F.8).
Response: Mountain Valley is actively coordinating with the North Carolina State Historic Preservation
Office and the U.S. Fish and Wildlife Service. Final documentation of compliance with Section 106 of the
NHPA and Section 7 of the ESA for Corps jurisdictional areas is currently anticipated in 4'h quarter, 2019.
Mountain Valley appreciates the opportunity to provide this information in support of its request for USACE Section
404 authorization of the Project pursuant to Nationwide Permit 12. A complete application is expected in the 2nd
quarter of 20191. Should you have any additional questions or further information to complete your review of the
Project, please do not hesitate to contact Alex Miller at 713-374-1599 or via email at Alex. Miller(aD-nee.com or me at
561-691-2808 or via email Matthew. Raffenberg(cDfpl,com. Thank you for your continued consideration.
Sincerely, r
Matthew Raffenberg
Senior Director, Environmental Services
CC: Jean Gibby, USACE
Scott McLendon, USACE
Henry Wicker, USACE
Todd Miller, USACE
Sue Homewood, NC DEQ
Amanda Mardiney, OEP
John Ellis, USFWS
Renee Gledhill -Early, NCDCR
M MVP
TSOUTHGATE

M Mountain Valley
MVP Southgate Project
Attachment B
Jordan Watershed
Published Soil Survey Maps
February 2019

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Cou ty
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Of Bank
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Delineated Stream Centerline
Way
Approximated Surface Water
Survey Area
Delineated Surface Water
State Removed Resources
Delineated Wetland Boundary
Approximated Soil Survey
Approximated Wetland
Stream
Delineated Wetland
Approximated Surface Water
---County Boundary
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
1 inch = 500 feet
Basemap: Published Soil Survey Maps
When Printed 11x17
f
1P Mountain Valley
PIPELINE
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Rockingham County, INC
Sheet 1 of 22
TRC 600 Willowbrook
West Chester, PA 19382
rs.„my— Wy- Date: February 2019

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State Removed Resources
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Approximated Wetland
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7-1 County Boundary
L
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---j
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Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
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Basemap: Published Soil Survey Maps
When Printed 11x17
M Mountain Valley
P$PELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Rockingham County, INC
Sheet 2 of 22
TR 600 Willowbrook
West Chester, PA 19382
rs� m y ­„o Yy Date: February 2019

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Approximated Surface Water
Survey Area
Delineated Surface Water
State Removed Resources
Delineated Wetland Boundary
Approximated Soil Survey
Approximated Wetland
Stream
Delineated Wetland
Approximated Surface Water
---'County Boundary
Top Of Bank---�
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
1 inch = 500 feet
Basemap: Published Soil Survey Maps
When Printed 11x17
IP Mountain Valley
PIPELINE
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Rockingham County, NC
Sheet 3 of 22
I,_ TT1 1�\% 6West Chester, PA 00 Willowbrook Ln
Date: February 019382

Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
17 Mountain Valley
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Rockingham, Guilford, & Alamance Counties,
Sheet 4 of 22
600Willowbrook Ln
West Chester, PA 19382 TRC
rs.„m y- ro y o Date: February 2019
/
i
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2
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/
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44
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/
i 5
Alamance
County
/
6
i
Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
17 Mountain Valley
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Rockingham, Guilford, & Alamance Counties,
Sheet 4 of 22
600Willowbrook Ln
West Chester, PA 19382 TRC
rs.„m y- ro y o Date: February 2019

/
i
Rockingham 3 j
-,,,,County �/ 2'' Caswell
ry County
Guilford / 5
County
Alamance
6 County
'G
/
Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
17 Mountain Vaiiey
PIPELIME uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 5 of 22
600 Willowbrook Ln
West Chester, PA 19382
mcuec yyw c.n r.yen Date: February 2019

0

k
Q '\ Caswell
5 bounty
Guilford `\��
County
6
i Alamance
i County
8
9 .,
Fr.
Legend
0 Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
Mountain Vaiiey
PIPELIME uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 7 of 22
5"Mn 600 Willowbrook Ln
West Chester, PA 19382
mcuec yyw c.n r. yen Date: February 2019

Guilford i
County/ 6
1
1
,
i
,
/
1 8 Alamance
/ County
,
1
1 9
1
1 10
1
,
/ 1'1
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Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
IP Mountain Vaiiey
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 8 of 22
TRC 600 Willowbrook Ln
West Chester, PA 19382
rs.„mV__­.y,., Date: February 2019

Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
�7 Mountain Valle►
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 9 of 22
600 Willowbrook Ln
West Chester, PA 19382
mcuec yyw c.n r.yen Date: February 2019

Aol

Legend
9
>.
• Mileposts Delineated Surface Water Top
17 Mountain Valley
Of Bank
PIPELIME
H-650 Pipeline
10
Limits of Construction Right-of- Delineated Stream Centerline
Way Approximated Surface Water
Section 404/401 Permit
v�
Survey Area Delineated Surface Water
Application
State Removed Resources Delineated Wetland Boundary
`°
11
Approximated Soil Survey Approximated Wetland
Jordan Lake Watershed
Stream Delineated Wetland
Published Soil Survey
Alamance
Approximated Surface Water - 1Deline
Response to Additional Information
1i2 ��° �„
Boundary
u"'°"
Top Of Bank L---�
Count Y
Alamance County, NC
Approximated Stream
Centerline
sheet 11 of 22
13
Willowbrook Ln
r
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
1 inch
= 500
feet
West Chester, PA 19382
�� W.
Basemap: Published Soil Survey Maps
Printed
11x17
�.°mow ••• +r°• Date: February 2019
When

9
2
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County
1:2 Jr cwa P �e pM
T3
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14
Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
17 Mountain Valley
PIPELINE -
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 12 of 22
[Mf—% 600 Willowbrook 1
West Chester, PA 19382
mourn yw c.n r.yen Date: February 2019

13

13 Alamance
County
14
16 T5
17
Ric°
fs
Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
�7 Mountain Vaiiey
PIPELIME uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 14 of 22
600 Willowbrook Ln
West Chester, PA 19382
mcuec yyw c.n r.yen Date: February 2019

1�2
13
Alamance
14 County
15
16 Gree„ t "'o
1.7
=r
Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
17 Mountain Vaiiey
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 15 of 22
TRC 600 Willowbrook Ln
West Chester, PA 19382
kl—rs� m�. a y, Date: February 2019

1�2
13
14
Alamance 15
County
16=r*rn L r�
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Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
IP Mountain Vaiiey
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 16 of 22
TRC 600 Willowbrook Ln
West Chester, PA 19382
kl—rs� m�. a y, Date: February 2019

F 14
Cw
15
16s
Alamance
County a
4
17
9
18
it u
w
20
Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
17 Mountain Vaiiey
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 17 of 22
[Mf—% 600 Willowbrook Ln
West Chester, PA 19382
mourn yw c.n r.yen Date: February 2019

ease„
Legend
16
L�.,,t,
17Mountain IaLIN
• Mileposts
Delineated Surface Water Top
Of Bank
PIPELINE uc
H-650 Pipeline
Limits of Construction Right -of-
Delineated Stream Centerline
1�7
Way
Approximated Surface Water
Section 404/401 Permit
Survey Area
Delineated Surface Water
Application
State Removed Resources
Delineated Wetland Boundary
18
Approximated Soil Survey
Approximated Wetland
Jordan Lake Watershed
arataana,
Stream
Delineated Wetland
Published Soil Survey
Alamance
Approximated Surface Water
7-1
Response
to Additional Information
County Boundary
119
Top Of Bank
�___�
COUrlty
Alamance County, NC
Approximated Stream
sheet 18 of 22
Centerline
20
600 Willowbrook Ln
Data
Sources: EQT, ESRI, NC OneMap, TRC, USGS
1 inch = 500 feet
C
TRC West Chester, PA 19382
Basemap:
Published Soil Survey Maps
When Printed 11x17
Date: February 2019

Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
17 Mountain Valle►
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 19 of 22
600 Willowbrook�LnWest Chestr, PkDate: February 2
17
1�8
Alamance
20
County
11%6
%
'qepsan
Legend
• Mileposts
H-650 Pipeline
Limits of Construction Right -of -
Way
Survey Area
State Removed Resources
Approximated Soil Survey
Stream
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
Delineated Surface Water Top
Of Bank
Delineated Stream Centerline
Approximated Surface Water
Delineated Surface Water
Delineated Wetland Boundary
Approximated Wetland
Delineated Wetland
County Boundary
1 inch = 500 feet
When Printed 11x17
17 Mountain Valle►
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 19 of 22
600 Willowbrook�LnWest Chestr, PkDate: February 2

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Legend
• Mileposts
Delineated Surface Water Top
H-650 Pipeline
Of Bank
Limits of Construction Right -of-
Delineated Stream Centerline
Way
Approximated Surface Water
Survey Area
Delineated Surface Water
State Removed Resources
Delineated Wetland Boundary
Approximated Soil Survey
Approximated Wetland
Stream
Delineated Wetland
Approximated Surface Water
7-1 County Boundary
L___j
Top Of Bank
Approximated Stream
Centerline
Data Sources: EOT, ESRI, NC OneMap, TRC, USGS
Basemap: Published Soil Survey Maps
1 inch = 500 feet
When Printed 11x17
Mountain Valley
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Alamance County, NC
Sheet 20 of 22
TT1 1�\% 600 Willowbrook Ln
k nDate: February 019382

CY-08
Wr&
YrI1' Ftaiclsuifla
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nty
21 \.
Legend
• Mileposts
Delineated Stream Centerline
Limits of Construction Right -of-
Approximated Surface Water
Way
Delineated Surface Water
Survey Area
Delineated Wetland Boundary
State Removed Resources
Approximated Wetland
Approximated Soil Survey
Delineated Wetland
Stream
_
L___ County Boundary
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Delineated Surface Water Top
Of Bank
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
1 inch = 500 feet
Basemap: Published Soil Survey Maps
When Printed 11x17
1P Mountain Vaiiey
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Rockingham County, INC
Sheet 21 of 22
I,_ TT1 1�\% 6West Chester, PA 00 Willowbrook Ln
Date: February 019382

� y
CY-09 y
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Legend
• Mileposts
Delineated Stream Centerline
Limits of Construction Right -of-
Approximated Surface Water
Way
Delineated Surface Water
Survey Area
Delineated Wetland Boundary
State Removed Resources
Approximated Wetland
Approximated Soil Survey
Delineated Wetland
Stream
_
L___ County Boundary
Approximated Surface Water
Top Of Bank
Approximated Stream
Centerline
Delineated Surface Water Top
Of Bank
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
1 inch = 500 feet
Basemap: Published Soil Survey Maps
When Printed 11x17
1P Mountain Valley
PIPELINE uc
Section 404/401 Permit
Application
Jordan Lake Watershed
Published Soil Survey
Response to Additional Information
Guilford County, NC
Sheet 22 of 22
TT1 1�\% 600 Willowbrook Ln
k nDate: February 201
9382

M Mountain Valley
MVP Southgate Project
Attachment C
Jordan Watershed
USGS Topographic Maps
February 2019

®Jordan Lake Wate
r—IUSGS Topo Quad
Data Sources: EOT, ESRI, NC OneMap,
Basemap:USGS
1!t Mountain Valle
p'Ip#LINE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Rockingham County, NC
Sheet 1 of 10
TRC We 1 Willowbrook
West Chester, PA 19382
5""" Date: February 2019

®Jordan Lake Wate
r-1USGSTopo Quad
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: USGS
17 Mountain Valle
P'IPElIlJE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Rockingham, Guilford, & Alamance Counties, NC
Sheet 2 of 10
TRC 600 Willowbrook
West Chester, PA 19382
Date: February 2019

Rockingham
County
Guilford
County
10
;bOIG
Caswell
County Legend
o Mileposts
Alamance
County
=Limits of Construction Right -of -Way
®Jordan Lake Watershed
=USGS Topo Quad Boundary
L__ County Boundary
Data Sources: EOT, ESRI, NC OneMap, TRC, USGS 1 Inch = 2,000 feet
Basemap: USGS When Printed 8.5x11
1!t Mountain Valle
P Pit INE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Alamance County, NC
Sheet 3 of 10
i
RC
We 1 Willowbrook
West Chester, PA 19382
5""" Date: February 2019

®Jordan Lake Wate
r—IUSGS Topo Quad
Data Sources: EOT, ESRI, NC OneMap,
Basemap:USGS
1!t Mountain Vall'y
PIPEt INE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Alamance County, NC
Sheet 4 of 10
TRC 600 Willowbrook Ln
West Chester, PA 19382
'^'^ '""' Date: February 2019

®Jordan Lake Wate
r-1USGSTopo Quad
Data Sources: EQT, ESRI, NC Oneft. TRC, USGS
Basemap: USGS
11 Mountain Vall'y
PIPEt INE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Alamance County, NC
Sheet 5 of 10
TRC 600 Willowbrook Ln
West Chester, PA 19382
Date: February 2019

Legend
O Mileposts
=Limits of Construction Right -of -Way
®Jordan Lake Watershed
=USGS Topo Quad Boundary
L__ County Boundary
Data Sources: EOT, ESRI, NC OneMap, TRC, USGS 1 Inch = 2,000 feet
Basemap: USGS When Printed 8.5x11
1!t Mountain Vall' y
PIPEt INE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Alamance County, NC
Sheet 6 of 10
i TRC We 1 Willowbrook
West Chester, PA 19382
5""" Date: February 2019
Caswell
g
I County
I
RockinghamN
County
GuilfoCoun10
Legend
O Mileposts
=Limits of Construction Right -of -Way
®Jordan Lake Watershed
=USGS Topo Quad Boundary
L__ County Boundary
Data Sources: EOT, ESRI, NC OneMap, TRC, USGS 1 Inch = 2,000 feet
Basemap: USGS When Printed 8.5x11
1!t Mountain Vall' y
PIPEt INE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Alamance County, NC
Sheet 6 of 10
i TRC We 1 Willowbrook
West Chester, PA 19382
5""" Date: February 2019

Rockingham
County
Guilford
County
10
;bora
Caswell
County Legend
o Mileposts
Alamance
County
=Limits of Construction Right -of -Way
®Jordan Lake Watershed
=USGS Topo Quad Boundary
L__ County Boundary
Data Sources: EOT, ESRI, NC OneMap, TRC, USGS 1 Inch = 2,000 feet
Basemap: USGS When Printed 8.5x11
1!t Mountain Valle
P Pit INE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Alamance County, NC
Sheet 7 of 10
RC
We 1 Willowbrook
West Chester, PA 19382
Date: February 2019

Rockingham
County
Guilford
County
10
bora
Caswell
County Legend
o Mileposts
Alamance
County
=Limits of Construction Right -of -Way
®Jordan Lake Watershed
=USGS Topo Quad Boundary
L_- County Boundary
Data Sources: EOT, ESRI, NC OneMap, TRC, USGS 1 Inch = 2,000 feet
Basemap: USGS When Printed 8.5x11
1!t Mountain Valley
PI P Et INE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Alamance County, NC
Sheet 8 of 10
TRC We 1 Willowbrook
West Chester, PA 19382
'"" Date: February 2019

®Jordan Lake Wate
r-1USGSTopo Quad
Data Sources: EQT, ESRI, NC OneMap, TRC, USGS
Basemap: USGS
11 Mountain Vall'y
PIPEt INE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Rockingham County, NC
Sheet 9 of 10
TRC 600 Willowbrook
West Chester, PA 19382
Date: February 2019

®Jordan Lake Wate
r-1USGSTopo Quad
Data Sources: EQT, ESRI, NC Oneft. TRC, USGS
Basemap: USGS
17 Mountain Valle
P'IPElIlJE
Section 404/401 Permit Application
Jordan Watershed
USGS Topographic Quad Maps
Response to Additional Information
Guliford County, NC
Sheet 10 of 10
TRC 600 Willowbro1ok
West Chester, PA 19382
Date: February 2019

1`I Mountain Vaile�r
PIPF LINE
MVP Southgate Project
Attachment D
Mitigation Reserve Letters

HOLDINGS*
Riparian Buffer Credits Statement of Availability
Cape Fear 02 Jordan Lake - Haw River Subwatershed
January 31, 2019
Mountain Valley Pipeline LLC
Attn: Matthew Raffenberg
700 Universe Blvd
Juno Beach, FL 33408
RE: Availability of Riparian Buffer Credits for the "MVP Southgate, Rockingham and Alamance
Counties, NC" project
Bank Name: UT to Pine Hill Branch Nutrient Offset & Buffer Mitigation Bank
Bank Sponsor: Wildlands Holdings, IV, LLC
DWR Project Number: 2017-0886v2
Permittee: Mountain Valley Pipeline LLC
Riparian Buffer Credits Requested: 11.48 acres (500,000 sq. ft.)
Riparian Buffer Credits Available: 3.31 acres (144,074 sq. ft.)
Cape Fear 03030002 River Basin
Dear Mr. Raffenberg:
Wildlands Holdings IV, LLC currently has sufficient riparian Buffer credits from the UT to Pine Hill Branch
Nutrient Offset & Buffer Mitigation Bank to satisfy a large portion of the riparian buffer mitigation
requirements related to the above-mentioned project (including the attached South Fork SOA). The
project is located within the service area (HUC 03030002) of the Bank.
Please note: In the next several months, Wildlands Holdings IV, LLC anticipates receiving an additional
165,441 sq. ft in forthcoming credit releases for the UT to Pine Hill Branch Nutrient Offset & Buffer
Mitigation Bank, which in addition to the attached South Fork SOA should provide enough credits to
meet the entire need of this project.
This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holding III,
Wildlands Holding IV, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

HOLDINGS*
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.
Sincerely,
Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
0: [phone] ex. 120
M: [phone]
Cc: Kevin Martin, Soil and Environmental Consultants, PA
Wildlands Holding IV, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

HOLDINGS*
Riparian Buffer Credits Statement of Availability
Cape Fear 02 Jordan Lake - Haw River Subwatershed
January 31, 2019
Mountain Valley Pipeline LLC
Attn: Matthew Raffenberg
700 Universe Blvd
Juno Beach, FL 33408
RE: Availability of Riparian Buffer Credits for the "MVP Southgate, Rockingham and Alamance
Counties, NC" project
Bank Name: UT to Pine Hill Branch Nutrient Offset & Buffer Mitigation Bank
Bank Sponsor: Wildlands Holdings, IV, LLC
DWR Project Number: 2017-0886v2
Permittee: Mountain Valley Pipeline LLC
Riparian Buffer Credits Requested: 11.48 acres (500,000 sq. ft.)
Riparian Buffer Credits Available: 3.31 acres (144,074 sq. ft.)
Cape Fear 03030002 River Basin
Dear Mr. Raffenberg:
Wildlands Holdings IV, LLC currently has sufficient riparian Buffer credits from the UT to Pine Hill Branch
Nutrient Offset & Buffer Mitigation Bank to satisfy a large portion of the riparian buffer mitigation
requirements related to the above-mentioned project (including the attached South Fork SOA). The
project is located within the service area (HUC 03030002) of the Bank.
Please note: In the next several months, Wildlands Holdings IV, LLC anticipates receiving an additional
165,441 sq. ft in forthcoming credit releases for the UT to Pine Hill Branch Nutrient Offset & Buffer
Mitigation Bank, which in addition to the attached South Fork SOA should provide enough credits to
meet the entire need of this project.
This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holding III,
Wildlands Holding IV, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

HOLDINGS*
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.
Sincerely,
Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
0: [phone] ex. 120
M: [phone]
Cc: Kevin Martin, Soil and Environmental Consultants, PA
Wildlands Holding IV, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

Statement of Mitigation Credit Availability
February 1, 2019
Division of Water Resources
Re: Availability of Compensatory Riparian Buffer Credits
Project: MVP Southgate Project — Rockingham & Alamance Counties, NC
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that the below table of Riparian Buffer
Mitigation Credits (Credits) from the listed banks (Banks) are currently available and may be used, once transferred,
for compensatory mitigation relative to the MVP Southgate project, and as proposed by Mountain Valley Pipeline,
LLC (Applicant).
Bank Name
Amount of Credits
Bass Mountain
91,388.00
Benton Branch
77,568.42
Motes Creek
183,520.44
Orphan Creek
63,943.40
Rocky Top
54,353.93
TOTAL
470,774.19
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the
Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation
Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Transfer Form to the Applicant and, if needed,
other regulatory agencies. Transaction information in the updated Bank Ledger will include relevant Permit and
Applicant information as well as the number and resource type of the debited Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,,
Tiffani Bylow
Restoration Systems, LLC
1101 Haynes St., Suite 211 • Raleigh, NC 27604 • www.restorationsystems.com • Ph 919.755.9490 • Fx 919.755.9492