20120686 Ver 1_401 Application_20120712

THE ILLPA
GROUP
TRANSPORTATION CONSULTANTS
A Unk of
July 12 2012
20120686
Mr Ian McMillan f
NCDWQ
Wetlands Buffers Stormwater Compliance and Permitting Unit
512 North Salisbury Street
Archdale Building 9th floor
Raleigh NC 27604
Re Halifax Northampton Regional Airport Nationwide Permit 25 (Section 401 Water Quality Certification)
Mr McMillan
On behalf of the Halifax Northampton Regional Airport THE LPA GROUP INCORPORATED (LPA) has prepared an
application for Section 404 Nationwide Permmt 25 for the construction of a MALSR system north of the existing Runway 20
MALSR is an acronym for a Medium Intensity Approach Lighting System with Runway Alignment Indicator Lights
The MALSR installation would consist of 13 lighting structures placed at 200 foot intervals to the north of Runway 20 Two of
the lighting structures would be placed in the wetland associated with Quankey Creek These structures would consist of low
impact resistant towers on a concrete pad surrounded by a 7 foot by 8 foot fiberglass deck on four 10 inch diameter pilings to
provide access to the perimeter of the tower for maintenance purposes The pad would consist of a concrete cap on a 3 foot
diameter concrete pile The concrete piles for the pads would be cast in place by drilling the appropriate shaft and casting with
live concrete In order to access the pads from upland adjacent to the wetland a permanent fiberglass boardwalk would be
required at each tower location In addition tree removal would occur within the wetlands in the project area The tree removal
would be accomplished without grubbing stumps within wetland areas
Impacts to jurisdictional wetlands resulting from the drilled shafts total approximately 0 000324 acre (14 14 square feet) On
behalf of the Halifax Northampton Regional Airport LPA is requesting approval of this impact under Section 401 Water Quality
Certification associated with the Section 404 Nationwide Permit 25
Please find attached a check in the amount of $240 00 and five (5) copies of the following Pre Construction Notification Form a
Project Location Map (Figure 1) Plan Views of the Project (Figures 2 through 5) and cross sectional /profile views of the impact
area (Figures 6 and 7)
Please contact me at 843 329 0050 or at esmailAlpagroup com if you have any questions or require additional information
Sincerely
THE LPA GROUP INCORPORATED
Edward J Smail
Environmental Scientist
Enclosures
Cc Ms Dia Denton Halifax County (w /enclosures)
Mr Thomas Brown USACE (w /enclosures)
Ms Brigid Williams THE LPA GROUP (w /enclosures)
Mr Gordon Murphy THE LPA GROUP (w /enclosures)
Project File (w /enclosures)
D
d QUALITY
a«6 &_t 4ygr Wm(
4401 BELLE OAKS DRIVE SUITE 105 • NORTH CHARLESTON SC 29405 a Phone [phone] Fax [phone] a www Ipagroup corn

THE��
LPA GROUP
TRANSPORTATION CONSULTANTS
A Unit of
July 12 2012
Mr Thomas Brown
United States Army Corps of Engineers
Regulatory Branch
3331 Heritage Trade Drive Suite 105
Wake Forest NC 27587
Re Halifax Northampton Regional Airport Nationwide Permit 25
Mr Brown
On behalf of the Halifax Northampton Regional Airport THE LPA GROUP INCORPORATED (LPA) has prepared an
application for Section 404 Nationwide Permit 25 for the construction of a MALSR system north of the existing Runway 20
MALSR is an acronym for a Medium Intensity Approach Lighting System with Runway Alignment Indicator Lights
The MALSR installation would consist of 13 lighting structures placed at 200 foot intervals to the north of Runway 20 Two of
the lighting structures would be placed in the wetland associated with Quankey Creek These structures would consist of low
impact resistant towers on a concrete pad surrounded by a 7 foot by 8 foot fiberglass deck on four 10 inch diameter pilings to
provide access to the perimeter of the tower for maintenance purposes The pad would consist of a concrete cap on a 3 foot
diameter concrete pile The concrete piles for the pads would be cast in place by drilling the appropriate shaft and casting with
live concrete In order to access the pads from upland adjacent to the wetland a permanent fiberglass boardwalk would be
required at each tower location In addition tree removal would occur within the wetlands in the project area The tree removal
would be accomplished without grubbmg stumps within wetland areas
Impacts to jurisdictional wetlands resulting from the drilled shafts total approximately 0 000324 acre (14 14 square feet) On
behalf of the Halifax Northampton Regional Airport LPA is requesting approval of this impact under a Nationwide Permit 25
Please find attached a Pre Construction Notification Form, a Project Location Map (Figure 1) Plan Views of the Project (Figures
2 through 5) and cross sectional/profile views of the impact area (Figures 6 and 7)
Please contact me at 843 329 0050 or at esmail(i0pagroup coin if you have any questions or require additional information
Sincerely
THE LPA GROUP INCORPORATED
Edward J Smail
Environmental Scientist
Enclosures
Cc Ms Dia Denton Halifax County (w /enclosures)
Mr Ian McMillan NCDWQ (w /enclosures)
Ms Brigid Williams THE LPA GROUP (w /enclosures)
Mr Gordon Murphy THE LPA GROUP (w /enclosures)
Project File (w /enclosures)
4401 BELLE OAKS DRIVE SUITE 105 • NORTH CHARLESTON SC 29405 e Phone [phone] o fax [phone] www Ipagroup corn

Oa0� W A T�19
20120686
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1 3 December 10 2008 Version
Pre-Construction Notification C Form
A Applicant Information
1
Processing
la
Type(s) of approval sought from the
Corps
® Section 404 Permit ❑ Section 10 Permit
d
1b Specify Nationwide Permit (NWP) number 25 Structural Discharges or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1ct
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
1f
Is payment into a mitigation bank or in lieu fee program proposed for mitigation
of impacts? If so attach the acceptance letter from mitigation bank or in lieu
fee program
❑ Yes
® No
1g
Is the project located in any of NC s twenty coastal counties if yes answer 1 h
below
❑ Yes
® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
❑ No
2
Project Information
2a
Name of project
Halifax Northampton Regional Airport Medium Intensity Approach Lighting System
(MALSR)
2b
County
Halifax
2c
Nearest municipality / town
Halifax NC
2d
Subdivision name
2e
NCDOT only T I P or state
project no
3
Owner Information �UL 1
3 2012
3a
Name(s) on Recorded Deed
Halifax Regional Airport Authority
3b
Deed Book and Page No
1911 134 Weoanda
star Branch
3c
Responsible Party (for LLC if
applicable)
Ms Dia Denton
3d
Street address
P O Box 38
3e
City state zip
Halifax NC 27839
3f
Telephone no
252 583 1131
3g
Fax no
252 583 9921
3h
Email address
Page 1 of 12
PCN Form — Version 1 3 December 10 2008 Version

4
Applicant Information (if different from owner)
4a
Applicant is
® Agent ❑ Other specify
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City state zip
4f
Telephone no
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
Edward J Smail
5b
Business name
(if applicable)
THE LPA GROUP INC (A Unit of Michael Baker Corp)
5c
Street address
4401 Belle Oaks Drive Suite 105
5d
City state zip
North Charleston SC 29405
5e
Telephone no
843 745 8808
5f
Fax no
843 329 0055
5g
Email address
esmad @mbakercorp com
Page 2 of 12
PCN Form — Version 1 3 December 10 2008 Version

B
Project Information and Prior Project History
1
Property Identification
1a
Property identification no (tax PIN or parcel ID)
Parcel 0619739 Pin 4904 00 24 3493
lb
Site coordinates (in decimal degrees)
Latitude 36 340790 Longitude
77 633083
(DD DDDDDD) ( DD DDDDDD)
1c
Property size
755 12 acres
2
Surface Waters
2a
Name of nearest body of water (stream river etc ) to
proposed project
Quankey Creek
2b
Water Quality Classification of nearest receiving water
C
2 F c
River basin
Roanoke
Page 3 of 12
PCN Form — Version 1 3 December 10 2008 Version

3
Project Description
3a
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
Site includes an impounded area (wetland) Quankey Creek forested uplands maintained airfield and agricultural areas
3b
List the total estimated acreage of all existing wetlands on the property
Approx 60 acres
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
Approx 14 000 linear feet
3d
Explain the purpose of the proposed project
The purpose of the proposed project is to construct a Medium Approach Lighting System with Runway Indicator Lights
(MALSR) system at the Halifax Northampton Regional Airport that will increase aircraft safety to meet current FAA
precision runway approach guidelines The North Carolina Department of Transportation Division of Aviation (NCDOA)
identifies in the 2004 Airport Layout Plan that the ultimate Runway would require a precision approach for the design
aircraft The existing Runway 20 navigational instrumentation needs to be upgraded to a MALSR system to have the
Airport meet FAA Category I Precision Approach guidelines as described in AC 150/5300 13 CHG 6 (page 64) The
installation of the MALSR system will increase the runway approach visibility by 0 5 mile and increase visibility for pilots
attempting to land in inclement weather which would increase the safety of aircraft descending to Runway 20
3e
Describe the overall project in detail including the type of equipment to be used
The proposed project consists of the installation of a MALSR system of the north end of the existing Runway 20 The
Federal Aviation Administration describes a MALSR as the following
Approach Light Systems (ALS) provide the basic means to transition from instrument flight to visual flight for landing
Operational requirements dictate the sophistication and configuration of the approach light system for a particular runway
The MALSR is a medium approach intensity lighting system (ALS) installed in airport runway approach zones along the
extended centerline of the runway The MALSR consisting of a combination of threshold lamps steady burning light bars
and flashers provides visual information to pilots on runway alignment height perception role guidance and horizontal
references for Category I Precision Approaches
The MALSR installation would consist of 13 lighting structures placed at 200 foot intervals to the north of Runway 20
(refer to Figure 2) Two of the lighting structures would be placed in the wetland associated with Quankey Creek These
structures would consist of low impact resistant towers on a concrete pad surrounded by a 7 foot by 8 foot fiberglass deck
on four 10 inch diameter pilings to provide access to the perimeter of the tower for maintenance purposes The pad
would consist of a concrete cap on a 3 foot diameter concrete pile The concrete piles for the pads would be cast in
place by drilling the appropriate shaft and casting with live concrete In order to access the pads from upland adjacent to
the wetland a permanent fiberglass boardwalk would be required at each tower location (plan and profile of the
boardwalks is shown on Figures 4 6 and 7) The boardwalk at Sta 167 +00 would consist of six eight foot spans (48 feet
long) with seven pairs of 10 inch diameter timber piles (driven) and at its highest point would be approximately 10 feet
above the existing ground elevation The boardwalk at Sta 169 +00 would consist of seven eight foot spans (56 feet
long) with eight pairs of 10 inch diameter piles and at its highest point would be approximately 15 feet above the existing
ground elevation
The construction area for boardwalks /pads would be accessed from upland abutting the southern and northern wetland
boundary Temporary timber mats and a floating barge would be used to access the construction area without
permanently impacting wetlands The barge used for this particular project would consist of a marsh mat which is
specially designed for use in shallow waters In waters too shallow for the barge timber matting would be utilized
The proposed project would include cutting of trees to dust above ground level within the project area (refer to Figure 3)
No grubbing or disturbance of the tree roots would occur
Page 4 of 12
PCN Form — Version 1 3 December 10 2008 Version

4
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments JD request has been submitted to USACE but
JD has not been issued at this time
4b
If the Corps made the jurisdictional determination what type
❑ preliminary ❑ Final
of determination was made?
4c
If yes who delineated the jurisdictional areas?
Agency /Consultant Company THE LPA GROUP INC (A
Name (if known) Edward J Smail
Unit of Michael Baker Corp )
Other
4d
If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
JD has not been issued /received at this time
5
Project History
5a
Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b
If yes explain in detail according to help file instructions
6
Future Project Plans
6a
Is this a phased project?
❑ Yes ® No
6b
If yes explain
Page 5 of 12
PCN Form — Version 1 3 December 10 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
1 a Which sections were completed below for your project (check all that apply)
® Wetlands ❑ Streams tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ — non 404 other)
(acres)
Temporary T
W1 ®P ❑ T >
Drilled Shaft
Impoundment
❑ Yes
® No
® Corps
❑ DWQ
0000324
W2 ❑ PMT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
0000324
2h Comments
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number
(PER) or
(Corps 404 10
stream
length
Permanent (P) or
Temporary
intermittent
DWQ — non 404
width
(linear
feet)
(T)
(INT)?
other)
(feet)
S1 ❑ P [:IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
31 Comments
Page 6 of 12
PCN Form — Version 1 3 December 10 2008 Version

4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑ PEI T
4f Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
I Filled
I Excavated
Flooded
I Filled
I Excavated
Flooded
P1
P2
5f Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
Project is in which protected basin?
6b 6c 6d
Buffer impact
number — Reason
Permanent (P) or for
Temporary (T) impact
B1 ❑P ❑T
B2 ❑P ❑T
B3 ❑P ❑T
61 Comments
❑ Neuse ❑ Tar Pamlico ❑ Other
❑ Catawba ❑ Randleman
6e I 6f I 6g
Buffer
Stream name mitigation
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h Total buffer impacts
Zone 1 impact I Zone 2 impact
(square feet) (square feet)
Page 7 of 12
PCN Form — Version 1 3 December 10 2008 Version

D Impact Justification and Mitigation
1 Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
During the design of the proposed project elements that could potentially minimize impacts were implemented The use of the
boardwalks for permanent access precluded the need to add fill to construct a causeway and the boardwalks were designed
to be perpendicular to the pad and the uplands which allowed for the shortest possibly length The pads for the lighting
towers where designed to the minimum foot print possible which minimized impacts For the tree removal portion of the
project wetland impacts were minimized by cutting trees above ground level and eliminating grubbing in wetland areas
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Impacts to wetlands and streams in close proximity to the construction site will be minimized through the implementation of
standard erosion control and siltation control measures as specified in FAA AC 150/5370 10 entitled Standards for Specifying
Construction of Airports and specifically Item P 156 Temporary Air and Water Pollution Sod Erosion and Siltation Control
as well as compliance with state and local erosion control requirements Temporary erosion control measures shall include
but not be limited to the use of temporary berms dikes dams silt fences drainage ditches silt basins diversion ditches
slope drains structures vegetation mulches mats netting gravel rip rap or any other methods that are necessary
Temporary timber mats and a floating barge would be used to access the construction area without permanently impacting
wetlands The barge used for this particular project would consist of a marsh mat which is specially designed for use in
shallow waters In waters too shallow for the barge timber matting would be utilized
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U S or Waters of the State9
2b If yes mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes which mitigation option will be used for this
❑ Payment to in lieu fee program
project?
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4 Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
Page 8 of 12
PCN Form — Version 1 3 December 10 2008 Version

6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
15
6f Total buffer mitigation required
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund)
6h Comments
Page 9 of 12
PCN Form — Version 1 3 December 10 2008 Version

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes then is a diffuse flow plan included? If no explain why
❑ Yes El No
Comments
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
37%
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan explain why This project does not require a
Stormwater Management Plan because it meets all the criteria for a Low Density project
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative
description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local government s jurisdiction is this project?
❑ Phase II
3b
Which of the following locally implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
4a
Which of the following state implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply)
❑ Session Law 2006 246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1 3 December 10 2008 Version

F
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes
❑ No
use of public (federal /state) land?
lb
If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
letter )
❑ Yes
❑ No
Comments
2
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after the fact permit application?
❑ Yes
® No
2c
If you answered yes to one or both of the above questions provide an explanation of the violation(s)
3
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development which could impact nearby downstream water quality?
3b
If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
4
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
The proposed improvements would not result in additional wastewater
Page 11 of 12
PCN Form — Version 1 3 December 10 2008 Version

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c If yes indicate the USFWS Field Office you have contacted
❑ Raleigh
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Review of the most recent USFWS list for Halifax County (http Hwww fws gov /nc es /es /countyfr html)
Review of the NCNHP Element Occurrence Database (http / /www ncnhp org /Pages /hentagedata html)
Observation of habitat during site visits
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
GIS data was obtained from the Fish and Wildlife Resource Institute (http //ocean flondamanne org /) and reviewed to
determine if Essential Fish Habitat occurs within the project area
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e g National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
There are no structures that would be impacted by the proposed project and land disturbance would be minimal
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA designated 100 year floodplain?
® Yes ❑ No
8b If yes explain how project meets FEMA requirements Due to the small amount of impact associated with the project no
impacts to the floodplain elevation is anticipated
8c What source(s) did you use to make the floodplain determination? North Carolina Floodplain Mapping Program
(http Hwww ncfloodmaps com /)
Applicant/Agent s Printed Name
Date
Ap�licant/Agent s Signature
(Agents signature is valid only if an authorization letter from the applicant
is provided
Page 12 of 12
PCN Form — Version 13 December 10 2008 Version

CO,)4
O
O`
OEy� an `a�
Mo�saN
January 12 2009
btate of Pord) caroltna
Countp of JLgaitfax
HISTORIC COURTHOUSE PO BOX 38 KING STREET HALIFAX NC 27839
252 583 1131 FAX [phone]
Mr Terry Bumpus P E
THE LPA GROUP of North Carolina p a
5000 Falls of Neuse Road Suite 304
Raleigh NC 27609
Re Halifax Northampton Regional Airport
Parallel Taxiway Project
SUBJECT AUTHORIZATION
Dear Mr Bumpus
TONY N BROWN
COUNTY MANAGER
This letter is provided to acknowledge that THE LPA GROUP is hereby allowed to be the Duly
Authorized Representative for the Halifax Northampton Regional Airport in regards to
submitting documents and applicable fees for permits certifications and/or approvals as
applicable for obtaining the required federal and state permits for the above referenced project
If you have any questions or comments please feel free to contact me at 252 583 1131 ext 273
Sincerely
Dia H Denton
Assistant County Manager for Operational Services
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