20191081 Ver 1_Pre Application Documents_20161012

INTERNATIONAL
Meeting Agenda
404 Pre -Application
PTIA Worldwide Drive
DATE/TIME: October 12, 2016; 10:00 AM
LOCATION: Stanley Frank Board Room; Piedmont Triad International Airport; Greensboro, NC 27409
OBJECTIVE: determine CWA 404/401 protocol to permit —170 I.f. proposed stream impacts
INVITEES: David Bailey (USACE); Sue Homewood (NCDEQ)
Alex Rosser, Lisa Elmore, Kimberley Hodges (PTAA)
Richard Darling (via telephone), Matt Wright, Scott King, Darrel Torres (MICHAEL BAKER)
404/401 Background (Darling)
The Piedmont Triad Airport Authority (PTAA) is proposing to connect Worldwide Drive from Old Oak
Ridge Road to Air Cargo Road consistent with plans permitted under the "FedEx" Individual Permit
(Action ID SAW -2000-21655, NCDWR File 00-0846, expired 12/31/2013). As depicted in the FedEx
Permit Drawings, the entire approximately 380 linear feet (I.f.) intermittent and 193 I.f. perennial
channel crossed by the proposed Worldwide Dr. alignment has been successfully mitigated even though
impacts have not yet occurred. Stream mitigation for the total 380 I.f. intermittent and 12,443 I.f.
perennial impacts included 14,510 I.f. preservation and 200 I.f. restoration at Brush Creek (plus 6,107 I.f.
restoration at Horsepen Creek and 61539 I.f. at Causey Farm). The FedEx Mitigation Plan was deemed
successful on 12/15/2009 & 1/13/2010 (Causey Farm), 6/19 & 6/25/2012 (Horsepen Creek), and 6/20 &
6/24/2013 (Brush Creek).
Nationwide Permits (NWPs 13 & 18, WQGCs 3885 & 3890, Action ID SAW -2015-00091, DWR File
15-0013, expire 3/18/2017) were also issued for minor discharges and bank stabilization in order to
address turbidity benchmark exceedances monitored at the stormwater discharge outfall (SDO 030) to
this stream channel under the PTIA NPDES Permit (NCS000508).
Worldwide Drive (Rosser)
• Project Purpose and Need
• Alternatives to the Project
• NEPA Documentation
Project Description (Wright)
• Proposed Project Elements —
• Minimization of Impacts
• Stormwater Management
Permitting Options (Bailey, Homewood)
C:I Users �rdarlingjDocuments�156110-WWD�WWD_PreAppAgenda.docx
Page 1 of 1

NIC
201 (7, 4 -

Mr. Mickie Elmore
Director of Development
Piedmont Triad Airport Authority
P.O. Box 35445
Greensboro, NC, 27425
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 10, 2003
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
NOV 19 2003
RALEIGH REGUATORY EELD OFFICE
Re: Proposed Runway SL123R, Proposed New Overnight Express Air Cargo Sorting
and Distribution Facility, and Associated Developments at Piedmont Triad
International Airport, Guilford Co
DWQ #00-0846; USAGE Action . No. 200021655
Dear Mr. Elmore:
Attached hereto is a copy of Certification No. 3428 issued to the Piedmont Triad Airport Authority, dated
November 10, 2003. In addition, you should get any other federal,. state or local permits before you go ahead with
your project including (but not limited to) Solid Waste, Sediment and Erosion Control, Stormwater, Dam Safety,
Non -discharge and Water Supply Watershed regulations. This Certification replaces the one issued to you
September 2, 2003.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
&""" K�`
Alan W. Klimek, P.E.
AWK/cbk
Attachments
cc: John Thomas; U.S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
File Copy
Central Files
Steve Zoufaly
Interested Citizens
Sylvia Norman; City of Greensboro Attorney's Office
Dasha Brown; Contract Administrator; Guilford County Attorney's Office
Kathy Matthews; US Environmental Protection Agency -- Region IV
N. C. Division of Water Quahty, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919.733-6893 (fax),(http!//h2o.enr.state.nc.us/ncwctlands)
a• , _R77_A71_67dR

Mr. Mickic Ebuore
November 10, 2003
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and
95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15
NCAC 2H, Section .0500 to. the Piedmont Triad Airport Authority (PTAA) for the discharge of fill into the
jurisdictional waters of Brush Creek and its unnamed tributaries, including approximately 23.44 acres of wetlands
and (2,846 linear feet of streams associated with the Proposed Runway 5U23R, Proposed New Overnight Express
Air Cargo Sorting and Distribution Facility, and Associated Developments at Piedmont Triad International Airport,
Guilford County, North Carolina, pursuant to an application filed on 5th day of February of 2002.
The application and supporting documentation provides adequate assurance that the proposed work will not result
in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North
Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of
PL 92-500 and PL 95-217 if conducted in accordance with the application, the supporting documentation, and
conditions hereinafter set forth.
This approval is only valid for the purpose and design submitted in the application materials and as described in
the Public Notice. If the project is changed, prior to notification a new application for a new Certification is
required. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is
thereby responsible .for complying with all conditions of this Certification. Any new owner must notify the
Division and request the Certification be issued in their name. Should wetland or stream fill be requested in the
future, additional compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7).
For this approval to be valid, compliance with the conditions listed below is required.
Conditions of Certification-
Sediment
er ification:
Sediment and Erosion Control:
1. Sediment and erosion control measures shall adhere to the design standards for sensitive
watersheds (15A NCAC 4B .0024]; see NCDOT publication, Best Management Practices for the
Protection of Surface Waters (March 1997);
2. The. turbidity standard shall not be exceeded as described in 15 A NCAC 2B .0200. Appropriate
sediment and erosion control practices must be used to meet this standard;
All sediment and erosion control measures placed in wetlands and waters shall be removed and the
original grade restored within two months after the Division of Land Resources has released the
project;
4. Appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design
Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate (available
from the Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in
full compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with the
appropriate turbidity water quality standard;
Culverts:
5. Culverts required for this project shall be installed in such a manner that original stream profiles
are not altered. Existing stream dimensions (including the cross section dimension, pattem, and
longitudinal profile) are to be maintained above and below the locations of each culvert. Culverts
shall be designed and installed to allow for aquatic life movement as well as to prevent head
cutting of the streams. If any of the existing pipes are or become perchedathe appropriate stream
2

Mr. Mickie Elmore
November 10, 2003
Stormwater Mana ement:
The final, written stormwater management plan for each of the four phases of this project
(including a signed and notarized Operation and Maintenance Agreement) shall be approved in
writing by the Division of Water Quality before the impacts associated with the corresponding
phase of the project occur. The stormwater management plan must include plans and
specifications for stormwater management facilities that are appropriate for surface waters
classified as WS -III, appropriate for use in proximity to runways and designed to remove 85%
Total Suspended Solids on an annual average basis according to the NC Department of
Environment and Natural Resources Stormwater Best Management Practices Manual (April,
1999). These facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality. Also, before any of the new
facilities are used at the Piedmont Triad International Airport, the facilities (as approved by the
Division) shall be constructed and operational, and the stormwater management plan (as approved
by the Division) shall be implemented. The structural stormwater practices as approved by the
Division as well as drainage patterns must be maintained in perpetuity. No changes to the
structural stormwater practices shall be made without written authorization from the Division. The
four phases include:
8a. Fedex Site,
8b. Bryan Boulevard Relocation,
8c. Runway 5L/23R, and
8d. Crossfield taxiway.
8e. Within one year of your receipt of this Certification, the retro -fit stormwater control plan as
necessary to meet Water Quality Standards for the entire Piedmont Triad International
Airport and areas associated with the Horsepen Creek mitigation area shall be submitted to
the Division for written approval. Before any facilities associated with any of the four
phases of this project are occupied, written approval for the retro -fit stormwater plan must
be obtained from the Division;
9. The combined performance of the stormwater control measums must be modeled for 1; 2, 5, and 10
year pre -and post -construction discharge events to ensure that downstream peak flows and the
resultant streambank stability (downstream to Lake Higgins for Brush Creek and downstream to Lake
Brandt for Horsepen Creek) are not amplified by the simultaneous, combined releases from the
stormwater control measures from the entire PTAA property. The release rates for stormwater
mauagement facilities must be designed based on the modeling to prevent amplification of peak
flows. The above designs must be approved in writing by this The Division before any of the facilities
which are tributary to each of the stormwater control devices is occupied or opened for use. In
addition, the stormwater management facilities, as approved by the Division, must be constructed and
operational, prior to the occupation or use of the facilities authorized herein;
10. An additional stormwater management plan (including a spill containment and treatment failure plan)
must be provided to ensure that Surface Water Quality Standards are not violated as the result of
runoff contamination by deicing and/or similar agents that are applied to aircraft or paved surfaces.
The plan must include means to collect the runoff that occurs during or following the application of
the above agents and must include a means to treat the pollutants in runoff to levels that comply with
Surface Water Quality Standards. The plan must include the procedures, design plans and
specifications necessary to achieve compliance with Water Quality Standards. The plan must be
approved by the Division of Water Quality within oneyear of the date of issuance of the 404 Permit.
Additionally, before the impacts associated with the first phase of the project to be constructed will
occur, procedures and infrastructure must be in place and operational. The plan must be implemented
as approved by the Division of Water Quality;
4

Mr. Mickie Elmore
November 10, 2003
19. In the event that PTAA undertakes to transfer property ownership of any land containing retained
jurisdictional wetlands, waters and protective buffers, deed notifications or similar mechanisms
shall be placed on all said jurisdictional areas on the property in order to assure compliance for
future wetland, water and buffer impact. These mechanisms shall be put in place prior to said
property transfer. A sample deed notification can be downloaded from the 401/Wetlands Unit web
site at h2o.enr.state.nc.us/ncwetlands;
20. The anticipated cumulative impacts from this project shall be addressed via written agreements
between the NC Division of Water Quality, Greensboro and Guilford County in accordance with
the appropriate signed agreements;
21. Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties;
22. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate
of Completion" form to notify the Division when all work included in the §401 Certification has
been completed. The responsible party shall complete the attached form and return it to the
40I/Wetlands Unit of the NC Division of Water Quality upon completion of the project.
Photographs upstream and downstream of each culvert site must be included to document correct
installation along with the Certificate of Completion form,-
23.
orm,
23. This Certification shall expire upon expiration of the 404 Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written request
within sixty (60) days following receipt of this Certification. This request must be in the form of a written petition
conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. If modifications are made to an original
Certification, you have the right to an adjudicatory hearing on the modifications upon written request within sixty
(60) days following receipt of the Certification. Unless such demands are made, this Certification shall be final
and binding.
This the 10th day of November 2003
DIVISION OF WATER QUALITY
Alan W. Klimek, P.E.
WQC # 3428
AWK/cbk
Cal

Piedmont Triad Airport Authority
Section 404 Perrmit Applica':on
Greensboro, North Carolina
Vicinity Map
0
ArMACTEC
0 0.5 1 2
P1p°
Miles
Figure 1 (rev)
Project: 30740-0-42
Prepared by/Date:
Checked by/Dater
Source(s): Baker & Associates, 6/10/02;
NcnOT ("IS

Piedmont Triad Airport Authority
Section 404 Perrmit Application
Greensboro, North Carolina
Project Components
r
Proposed FedEx SiteProposed
(Initial Impacts)
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,
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Legend:
r -L , 1 Piedmo nt Triad International Airport P roperty
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(Future Impacts) I
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Figure 2 (rev)
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Project: 30740-0-4253
Prepared by/Date: -Nr!ZT•
Checked by/Date:
Source(s): Baker & Associates, 6/10/02;
Ko & Associates, 6/19/03
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Piedmont Triad Airport Authority
Section 404 Perrmit Application
Greensboro, North Carolina
1
Location Map
Legend:
r+ J Piedmont Triad International Airport Property
1 W- 3,000 Acres Total)
^.r Perennial/Permanent Stream Channel (PP)
(51,263 If Total)
Important Intermittent Stream Channel (11) —
(1,291 If Total)
• a Unimportant Intermittent Stream Channel (UI)
(0.13 ac Total)
Wetlands (103.84 Acres Total)
® Initial Impact Areas (675 Acres Total)
® Future Impact Areas (95 Acres Total)
Note:
Impacted Wetlands & Ul Streams = 22.88 ac
Impacted II & PP Streams = 12,823 If
�/MACTHC
0 1,350 2,700 5,400
FM wanq
SCALE IN FEET
Figure 3 (rev)
Project: 30740-0-4253
Prepared by/Date: - tis _A° l
Checked by/Date:

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/ 233 ac /
/ wetland
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240 ac wetland
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Piedmont Triad Airport Authority
Section 404 Perrmit Application
Greensboro, North Carolina
Proposed Wetland and
Stream Impacts
Legend:
rl Piedmont Triad International Airport Property
PerenniaWermanent Stream Chann:a (PP)
- Important Intermittent Stream Channel (II)
• . Unimportant intermittent Stream Channel (UI)
vegetative Buffer (33.5 ac total)
Stream Restoration
Wetland Restoration
epi Welland Creation
I7 Wetlands
4J®�' Initial impacts
® Future Impacts
Streams: length in linear footage (If)
Wetlands: area in acres (ac)
Approximate Location Map
U1
4tMACTEC
0 250 500 1,000
SCALE IN FEET
Figure 5 (rev)
Project: 30740-0-4253
Prepared by/Date: AA7 ID (B3
Checked by/Date: /
Source (s): Baker & Associates, 6/10/02;
Ko &_Associates, 6/19/03 -- — -
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4tMACTEC
0 250 500 1,000
SCALE IN FEET
Figure 5 (rev)
Project: 30740-0-4253
Prepared by/Date: AA7 ID (B3
Checked by/Date: /
Source (s): Baker & Associates, 6/10/02;
Ko &_Associates, 6/19/03 -- — -

Piedmont Triad Airport Authority
BBI If
0.10 ac
Section 404 PerrmitApplication
slream
Greensboro, North Carolina
Proposed Wetland and
0,01 ac
wellanimpact
Stream Impacts
591f
PP stream
Legend:
L t l Piedmont Triad International Airport Property
/ l 1
`o Perenniawerrnanent Stream Channel (PP)
�%„• Important Intermittent Stream Channel (II)
/ l t
+ • + Unimportant Intermittent Stream Channel (UI)
Vegetative "er (33.5 ac total)
4071f
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f PP strea
1.43 ac lmpac
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f wetland
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Approximate Location Map
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0 250 500 1,000
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Figure g (rev)
Project: 30740-0-4253
Prepared by/Date: 10&
Checked by/Date: 1646 3
`
Source(s): Baker R Associates, 6/10/02;
Ko & AS is6/19/03

Piedmont Triad Airport Authority
Section 404 Perrmit Application
Greensboro, North Carolina
Proposed Wetland and
Stream Impacts
Legend:
L r I Piedmont Triad International Airport Property
Peremiawermanent Stream Channel (PP)
Important intermittent Stream Channel (II)
• • UrdmportamlmendttentStream Channel (UI)
Vegetative Buffer (33.5 ac total)
lay Stream Restoration
Wetland Restoration
Wetland Creation
GGG�'S I�I7�J Wetlands
® initial impacts
® Future Impacts
Streams: length in linear footage (if)
Wetlands: area in acres (ac)
Approximate Location. Map
=M10m
nI
w
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00
NEESE
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Piedmont Triad Airport Authority
Section 404 Perrmit Application
Greensboro, North Carolina
Proposed Wetland and
Stream Impacts
Legend:
L r I Piedmont Triad International Airport Property
Peremiawermanent Stream Channel (PP)
Important intermittent Stream Channel (II)
• • UrdmportamlmendttentStream Channel (UI)
Vegetative Buffer (33.5 ac total)
lay Stream Restoration
Wetland Restoration
Wetland Creation
GGG�'S I�I7�J Wetlands
® initial impacts
® Future Impacts
Streams: length in linear footage (if)
Wetlands: area in acres (ac)
Approximate Location. Map
=M10m
w
00
NEESE
NO
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0 250 500 1,000
SCALE IN FEET
Figure 10 (rev)
Project: 30740-0-425i �O
Prepared by/Date.--
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Source (# Baker & Associates, 6/10/02;
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